CN202689490U - Suspended type ladder-shaped scaffold - Google Patents

Suspended type ladder-shaped scaffold Download PDF

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Publication number
CN202689490U
CN202689490U CN 201220261367 CN201220261367U CN202689490U CN 202689490 U CN202689490 U CN 202689490U CN 201220261367 CN201220261367 CN 201220261367 CN 201220261367 U CN201220261367 U CN 201220261367U CN 202689490 U CN202689490 U CN 202689490U
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CN
China
Prior art keywords
suspension
scaffold
suspended
hanging ladder
building
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 - Fee Related
Application number
CN 201220261367
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Chinese (zh)
Inventor
廖方奎
罗小渝
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Individual
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Individual
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Publication date
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Priority to CN 201220261367 priority Critical patent/CN202689490U/en
Application granted granted Critical
Publication of CN202689490U publication Critical patent/CN202689490U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

Provided is a suspended type ladder-shaped scaffold. The suspended type ladder-shaped scaffold comprises a plurality of cross bars, each cross bar is arranged on floor ground through fixing rings, the cross bars extend out of a building body, suspended ladders are hung on the parts of the cross bars outside the building body through suspension, each suspended ladder is close to the inferior of one side of the building body, the suspended ladders are fixed and connected with constructional columns of the building body through wall-connection parts, and gangplanks which are used as operation surfaces are arranged between the adjacent suspended ladders. The suspended type ladder-shaped scaffold reduces labor intensity for assembling and disassembling of the scaffold greatly and reduces use cost. Meanwhile, because center of gravity of the suspended type ladder-shaped scaffold is placed below the cross bars, possibility of toppling of a whole or a part of the suspended type ladder-shaped scaffold to outside of the building body is avoided thoroughly.

Description

The trapezoidal scaffold of a kind of suspension type
Technical field
The utility model relates to building engineering equipment, particularly is applicable to the trapezoidal scaffold of a kind of suspension type of building body external wall construction.
Background technology
The mode of building of present external wall construction scaffolding has two kinds usually, and a kind of is from ground, by fastener connection is installed from bottom to top with numerous tubing, only is suitable for the multistory building external wall construction, and construction is difficult to realize to external wall of high-rise building; Another kind is when the highrise building main body construction, every several layers, reserve retainer ring at flooring, by retainer ring cross bar is installed, it is external that cross bar extends the building, at cross bar building outer body, install from bottom to top by fastener with numerous tubing and to be connected to form cage frame scaffold, at the scaffold building springboard, the workman realizes external wall construction at putlock, after this section external wall construction finishes, remove one by one fastener, tubing, be carried to other several layers of again fastening installation.
Such technology has following deficiency: the one, and labour intensity is large, and a large amount of tubing is fastening by fastener, needs artificial fastening numerous fastener, is to install or dismantle all to need to expend a large amount of manpowers, and use cost is very high; The 2nd, safety is lower, because it is manually fastening that numerous fasteners needs, be difficult to guarantee the reliably fastening of each fastener, the loosening of any one fastener all might lead to a disaster, simultaneously, base from bottom to top is long-pending builds mode, is difficult to guarantee the whole stress equalization of cage frame scaffold, the part scaffold phenomenon that external inclination is fallen to the building may occur.
Summary of the invention
The purpose of this utility model is to provide a kind of suspension type trapezoidal scaffold, to remedy the deficiencies in the prior art.
The purpose of this utility model is achieved in that the trapezoidal scaffold of a kind of suspension type, comprise many cross bars, every cross bar is installed in floor ground by retainer ring, it is external that cross bar extends the building, at every cross bar building outer body, is lifted with hanging ladder by suspension, each hanging ladder closes on a side-lower of building body, be connected and fixed by wall-connecting piece and building body structure post, between the adjacent hanging ladder, taken springboard.
As preferably, every cross bar extends external part below, building and is fixed with suspension ring, and each hanging ladder upper end is fixed with suspension hook, and hanging ladder is installed on the cross bar by the suspension of suspension ring and suspension hook.
As preferably, each hanging ladder lower end is fixed with suspension ring.
As preferably, the connecting rod in the middle of wall-connecting piece comprises and be connected in the anchor ear at connecting rod two ends.
During use, from building body top layer, retainer ring by floor is installed in floor ground with many cross bars, under every cross bar, and the lifting hanging ladder, each hanging ladder closes on a side-lower of building body, be connected and fixed by wall-connecting piece and building body structure post, prevent that hanging ladder from swinging, between the adjacent hanging ladder, taken springboard, numerous springboards is connected to become exterior wall scaffold with numerous hanging ladders; According to the construction needs, can also below hanging ladder, continue to hang hanging ladder, can increase the scaffold height, enlarge working face; After one section outer wall of floor construction finishes, remove successively springboard, wall-connecting piece, hanging ladder, cross bar, be carried to next construction area and reinstall.
By implementing the utility model, greatly reduce installation, the dismounting labour intensity of scaffold, reduced use cost, simultaneously, because the center of gravity of the trapezoidal scaffold of suspension type is in the below of cross bar, thoroughly avoided the scaffold possibility that external inclination is fallen to the building.
The utility model is further described by embodiment below in conjunction with accompanying drawing.
Need to prove, the present embodiment is a kind of embodiment of the present utility model, is not used in to limit protection domain of the present utility model.
Description of drawings
Fig. 1 is structural representation of the present utility model.
1 is cross bar among the figure, the 2nd, and suspension ring, the 3rd, suspension hook, the 4th, hanging ladder, the 5th, anchor ear, the 6th, connecting rod, the 7th, anchor ear, the 8th, springboard, the 9th, retainer ring.
The specific embodiment
The trapezoidal scaffold of a kind of suspension type, comprise many cross bars 1, every cross bar 1 is installed in floor ground by retainer ring 9, it is external that cross bar 1 extends the building, below every cross bar 1 building outer body, be fixed with two suspension ring 2, each hanging ladder 4 upper end is fixed with two suspension hooks 3, hanging ladder 4 hangs by suspension ring 2 and suspension hook 3 and is installed on the cross bar 1, each hanging ladder 4 closes on a side-lower of building body, be connected and fixed by wall-connecting piece and building body structure post, the connecting rod 6 in the middle of wall-connecting piece comprises and the anchor ear 5 and the anchor ear 7 that are connected in connecting rod 6 two ends are between the adjacent hanging ladder 4, taken springboard 8, each hanging ladder lower end is fixed with two suspension ring 2.
During use, from building body top layer, retainer ring 9 by floor is installed in floor ground with many cross bars 1, every cross bar 1 time, hangs hanging ladders 4 by suspension ring 2 and suspension hook 3, each hanging ladder 4 closes on a side-lower of building body, be connected and fixed by wall-connecting piece and building body structure post, prevent that hanging ladder 4 from swinging, between the adjacent hanging ladder 4, taken springboard 8, numerous springboards 8 is connected with numerous hanging ladders 4 to cooperate becomes exterior wall scaffold; According to the construction needs, can also below hanging ladder 4, continue again to hang hanging ladder 4, can increase the scaffold height, enlarge working face; After one section outer wall of floor construction finishes, remove successively springboard 8, wall-connecting piece, hanging ladder 4, cross bar 1, be carried to next construction area and reinstall.

Claims (4)

1. trapezoidal scaffold of suspension type, comprise many cross bars (1), every cross bar (1) is installed in floor ground by retainer ring (9), it is external that cross bar (1) extends the building, it is characterized in that: at every cross bar (1) building outer body, be lifted with hanging ladder (4) by suspension, each hanging ladder (4) closes on a side-lower of building body, be connected and fixed by wall-connecting piece and building body structure post, between the adjacent hanging ladder (4), taken springboard (8).
2. the trapezoidal scaffold of a kind of suspension type as claimed in claim 1, it is characterized in that: every cross bar (1) extends external part below, building and is fixed with suspension ring (2), each hanging ladder (4) upper end is fixed with suspension hook (3), and hanging ladder (4) is installed in (1) on the cross bar by the suspension of suspension ring (2) and suspension hook (3).
3. the trapezoidal scaffold of a kind of suspension type as claimed in claim 1 or 2 is characterized in that: the connecting rod (6) in the middle of wall-connecting piece comprises and be connected in the anchor ear at connecting rod (6) two ends.
4. the trapezoidal scaffold of a kind of suspension type as claimed in claim 3, it is characterized in that: each hanging ladder (4) lower end is fixed with suspension ring (2).
CN 201220261367 2012-06-05 2012-06-05 Suspended type ladder-shaped scaffold Expired - Fee Related CN202689490U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220261367 CN202689490U (en) 2012-06-05 2012-06-05 Suspended type ladder-shaped scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220261367 CN202689490U (en) 2012-06-05 2012-06-05 Suspended type ladder-shaped scaffold

Publications (1)

Publication Number Publication Date
CN202689490U true CN202689490U (en) 2013-01-23

Family

ID=47545126

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220261367 Expired - Fee Related CN202689490U (en) 2012-06-05 2012-06-05 Suspended type ladder-shaped scaffold

Country Status (1)

Country Link
CN (1) CN202689490U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569326A (en) * 2015-03-16 2016-05-11 中国建筑第四工程局有限公司 Handling frame without support and exterior wall construction method thereof
CN112502421A (en) * 2020-12-23 2021-03-16 江苏省华建建设股份有限公司 Construction method of suspension type operation console for steel structure and curtain wall of outer wall of high-rise building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569326A (en) * 2015-03-16 2016-05-11 中国建筑第四工程局有限公司 Handling frame without support and exterior wall construction method thereof
CN112502421A (en) * 2020-12-23 2021-03-16 江苏省华建建设股份有限公司 Construction method of suspension type operation console for steel structure and curtain wall of outer wall of high-rise building

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130123

Termination date: 20130605