CN201169908Y - Inclined pull type suspension supporting rack - Google Patents

Inclined pull type suspension supporting rack Download PDF

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Publication number
CN201169908Y
CN201169908Y CNU200820032184XU CN200820032184U CN201169908Y CN 201169908 Y CN201169908 Y CN 201169908Y CN U200820032184X U CNU200820032184X U CN U200820032184XU CN 200820032184 U CN200820032184 U CN 200820032184U CN 201169908 Y CN201169908 Y CN 201169908Y
Authority
CN
China
Prior art keywords
encorbelmenting
frame
utility
model
cable
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
CNU200820032184XU
Other languages
Chinese (zh)
Inventor
陈向阳
朱海荣
施建浩
唐卫雄
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 CNU200820032184XU priority Critical patent/CN201169908Y/en
Application granted granted Critical
Publication of CN201169908Y publication Critical patent/CN201169908Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses an inclined pulling type cantilever frame, comprising a cantilever beam is anchored on a lower layer platform plate, wherein the cantilever beam is connected with an inclined pulling rod connected with the cantilever beam and a binding point embedded piece arranged on an upper layer outer platform beam, 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 applied to the construction of outer walls of high-rise buildings and small high-rise buildings.

Description

The cable-stayed 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 cable-stayed type of the easy construction frame of encorbelmenting.
Technical solution of the present utility model is:
A kind of cable-stayed type frame of encorbelmenting is characterized in that: comprise the beam of encorbelmenting that is anchored on lower floor's landing slab, the diagonal member that is connected with the beam of encorbelmenting is connected with drawknot point built-in fitting on being arranged on the peripheral landing beam in upper strata, and 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.Diagonal member is angle steel or round 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 cable-stayed type frame of encorbelmenting, comprise by anchoring piece 6 and be anchored at the beam 1 of encorbelmenting on lower floor's landing slab, the diagonal member 2 that is connected with the beam of encorbelmenting is connected with drawknot point built-in fitting 3 on being arranged on the peripheral landing beam in upper strata, and the vertical rod 5 of exterior wall scaffold 4 is directly set up on the beam 1 of encorbelmenting.The beam of encorbelmenting is channel-section steel or i iron.Diagonal member is angle steel or round steel.

Claims (3)

1, a kind of cable-stayed type frame of encorbelmenting, it is characterized in that: comprise the beam of encorbelmenting that is anchored on lower floor's landing slab, the diagonal member that is connected with the beam of encorbelmenting is connected with drawknot point built-in fitting on being arranged on the peripheral landing beam in upper strata, and the vertical rod of exterior wall scaffold is directly set up on the beam of encorbelmenting.
2, the cable-stayed 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 cable-stayed type according to claim 1 and 2 frame of encorbelmenting, it is characterized in that: diagonal member is angle steel or round steel.
CNU200820032184XU 2008-03-18 2008-03-18 Inclined pull type suspension supporting rack Expired - Lifetime CN201169908Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200820032184XU CN201169908Y (en) 2008-03-18 2008-03-18 Inclined pull type suspension supporting rack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200820032184XU CN201169908Y (en) 2008-03-18 2008-03-18 Inclined pull type suspension supporting rack

Publications (1)

Publication Number Publication Date
CN201169908Y true CN201169908Y (en) 2008-12-24

Family

ID=40208960

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200820032184XU Expired - Lifetime CN201169908Y (en) 2008-03-18 2008-03-18 Inclined pull type suspension supporting rack

Country Status (1)

Country Link
CN (1) CN201169908Y (en)

Cited By (9)

* 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
CN102296798A (en) * 2011-06-14 2011-12-28 中国建筑第五工程局有限公司 Bracket bearing structure at external corner part of segmented erection type scaffold
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
CN102444271A (en) * 2011-11-01 2012-05-09 中建三局建设工程股份有限公司 Suspended scaffolding with cast-in-place concrete structure
CN102653956A (en) * 2012-05-04 2012-09-05 中天建设集团有限公司 Cantilever beam support structure
CN102720358A (en) * 2012-06-15 2012-10-10 河南省第一建筑工程集团有限责任公司 Forming method of upward pull type overhanging joist steel moudle frame stressing platform
CN102787604A (en) * 2012-08-17 2012-11-21 重庆市爆破工程建设有限责任公司 Safety operation platform for blasting overhanging type dangerous rock mass
CN103031947A (en) * 2012-12-27 2013-04-10 青建集团股份公司 Construction method for inclined tensioning reinforcing bar type and overhanging section steel scaffold
CN103266754A (en) * 2013-05-31 2013-08-28 中国海洋石油总公司 Scaffold suspension lap joint technology

Cited By (12)

* 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
CN102296798A (en) * 2011-06-14 2011-12-28 中国建筑第五工程局有限公司 Bracket bearing structure at external corner part of segmented erection type scaffold
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
CN102444271A (en) * 2011-11-01 2012-05-09 中建三局建设工程股份有限公司 Suspended scaffolding with cast-in-place concrete structure
CN102444271B (en) * 2011-11-01 2015-12-09 中建三局建设工程股份有限公司 Suspended scaffolding
CN102653956A (en) * 2012-05-04 2012-09-05 中天建设集团有限公司 Cantilever beam support structure
CN102720358A (en) * 2012-06-15 2012-10-10 河南省第一建筑工程集团有限责任公司 Forming method of upward pull type overhanging joist steel moudle frame stressing platform
CN102787604A (en) * 2012-08-17 2012-11-21 重庆市爆破工程建设有限责任公司 Safety operation platform for blasting overhanging type dangerous rock mass
CN103031947A (en) * 2012-12-27 2013-04-10 青建集团股份公司 Construction method for inclined tensioning reinforcing bar type and overhanging section steel scaffold
CN103266754A (en) * 2013-05-31 2013-08-28 中国海洋石油总公司 Scaffold suspension lap joint technology
CN103266754B (en) * 2013-05-31 2015-08-12 中国海洋石油总公司 Scaffold suspension lap joint technology

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C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term

Granted publication date: 20081224

CX01 Expiry of patent term