CN203878950U - Scaffold hung upside down - Google Patents

Scaffold hung upside down Download PDF

Info

Publication number
CN203878950U
CN203878950U CN201420282877.XU CN201420282877U CN203878950U CN 203878950 U CN203878950 U CN 203878950U CN 201420282877 U CN201420282877 U CN 201420282877U CN 203878950 U CN203878950 U CN 203878950U
Authority
CN
China
Prior art keywords
scaffold
scope
steel pipe
working face
shaped steel
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
CN201420282877.XU
Other languages
Chinese (zh)
Inventor
刘涛
孙桢
刘宏宁
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.)
BOTH ENGINEERING (JIANGSU) CO.,LTD.
Both Engineering Co ltd
Original Assignee
Jiangsu Bai Cheng Engineering Stock 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 Jiangsu Bai Cheng Engineering Stock Co Ltd filed Critical Jiangsu Bai Cheng Engineering Stock Co Ltd
Priority to CN201420282877.XU priority Critical patent/CN203878950U/en
Application granted granted Critical
Publication of CN203878950U publication Critical patent/CN203878950U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Movable Scaffolding (AREA)

Abstract

The utility model discloses a scaffold hung upside down. The scaffold comprises H-shaped steel beams. A scaffold working face is arranged on each H-shaped steel beam. Each H-shaped steel beam and the corresponding scaffold working face are connected through one-way buckles. Symmetrical supporting steel pipes are arranged on the lower portion of each scaffold working face. One end of each supporting steel pipe is connected with the corresponding scaffold working face through a universal buckle. The other end of each supporting steel pipe is connected with the corresponding H-shaped steel beam through a universal buckle. The universal buckles are used for conducting supporting. The one-way buckles are mainly fixed to the steel beams. Due to the erecting method, no space below the working faces is occupied, work can be conducted under the scaffold and the scaffold operating faces at the same time, and therefore the space below the scaffold is utilized, and the space utilization rate is increased; in addition, due to the erecting method, material consumption is low, time consumption is low, time and labor are saved, material cost is reduced, and manual cost is reduced as well.

Description

A kind of inverted-hanging type scaffold
Technical field
The utility model relates to field of engineering building, particularly relates to a kind of inverted-hanging type scaffold.
Background technology
As everyone knows, traditional scaffold building is generally with steel pipe, to support below the scaffold scope of operation, and therefore, it takies a lot of spaces, and scaffold below cannot normal construction; In addition, carry out across the support scaffolding scope of operation because the many steel pipes of needs are crisscross, therefore, it constructs complicated, expends time in, and needs a large amount of manpower, has also increased engineering cost simultaneously.
Utility model content
The purpose of this utility model is to provide a kind of simple in structure, time saving and energy saving, take up room little, and can be at the inverted-hanging type scaffold of scaffold upper and lower while operation.
For realizing the technical scheme that the purpose of this utility model adopts, be: a kind of inverted-hanging type scaffold, comprise H girder steel, on described H girder steel, the scaffold scope of operation is set, described H girder steel is connected by unidirectional buckle with the described scaffold scope of operation, described scaffold scope of operation bottom is provided with symmetrical supporting steel pipe, described supporting steel pipe one end is connected by cruciform fastening for falsework with the described scaffold scope of operation, and the described supporting steel pipe other end is connected by universal fastener with described H girder steel.
Suspended scaffold of the present utility model, comprise H girder steel, on described H girder steel, the scaffold scope of operation is set, described H girder steel is connected by unidirectional buckle with the described scaffold scope of operation, described scaffold scope of operation bottom is provided with symmetrical supporting steel pipe, and described supporting steel pipe one end is connected by cruciform fastening for falsework with the described scaffold scope of operation.The described supporting steel pipe other end is connected by universal fastener with described H girder steel, the use of universal fastener plays a supportive role, main and the girder steel of unidirectional buckle is fixed, this space that makes not take scope of operation below of setting up, scaffold below and the operation simultaneously of the scaffold scope of operation, the space of scaffold below has just obtained utilization, has improved space availability ratio; In addition, this to set up consumptive material few, consuming time short, time saving and energy saving, not only reduced material cost, also reduced cost of labor.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described further:
Fig. 1 is structural representation of the present utility model.
The specific embodiment
As shown in Figure 1, inverted-hanging type scaffold of the present utility model, comprise H girder steel 1, on described H girder steel 1, the scaffold scope of operation 2 is set, described H girder steel 1 is connected by unidirectional buckle 3 with the described scaffold scope of operation 2, the described scaffold scope of operation 2 bottoms are provided with symmetrical supporting steel pipe 4, and described supporting steel pipe 4 one end are connected by cruciform fastening for falsework 5 with the described scaffold scope of operation 2, and described supporting steel pipe 4 other ends are connected by universal fastener 6 with described H girder steel 1.
Suspended scaffold of the present utility model, comprise H girder steel, on described H girder steel, the scaffold scope of operation is set, described H girder steel is connected by unidirectional buckle with the described scaffold scope of operation, described scaffold scope of operation bottom is provided with symmetrical supporting steel pipe, and described supporting steel pipe one end is connected by cruciform fastening for falsework with the described scaffold scope of operation.The described supporting steel pipe other end is connected by universal fastener with described H girder steel, the use of universal fastener plays a supportive role, main and the girder steel of unidirectional buckle is fixed, this space that makes not take scope of operation below of setting up, scaffold below and the operation simultaneously of the scaffold scope of operation, the space of scaffold below has just obtained utilization, has improved space availability ratio; In addition, this to set up consumptive material few, consuming time short, time saving and energy saving, not only reduced material cost, also reduced cost of labor.

Claims (1)

1. an inverted-hanging type scaffold, it is characterized in that: comprise H girder steel, on described H girder steel, the scaffold scope of operation is set, described H girder steel is connected by unidirectional buckle with the described scaffold scope of operation, described scaffold scope of operation bottom is provided with symmetrical supporting steel pipe, described supporting steel pipe one end is connected by cruciform fastening for falsework with the described scaffold scope of operation, and the described supporting steel pipe other end is connected by universal fastener with described H girder steel.
CN201420282877.XU 2014-05-30 2014-05-30 Scaffold hung upside down Expired - Fee Related CN203878950U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420282877.XU CN203878950U (en) 2014-05-30 2014-05-30 Scaffold hung upside down

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420282877.XU CN203878950U (en) 2014-05-30 2014-05-30 Scaffold hung upside down

Publications (1)

Publication Number Publication Date
CN203878950U true CN203878950U (en) 2014-10-15

Family

ID=51679466

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420282877.XU Expired - Fee Related CN203878950U (en) 2014-05-30 2014-05-30 Scaffold hung upside down

Country Status (1)

Country Link
CN (1) CN203878950U (en)

Similar Documents

Publication Publication Date Title
CN104499577B (en) A kind of Space Free-Form Surface wood net shell assembling type node of variable-angle
CN204356911U (en) A kind of Space Free-Form Surface wood net shell assembling type node of variable-angle
CN203939169U (en) Roofing Z-shaped purline
CN203188584U (en) Scaffold for building template engineering construction
CN203878950U (en) Scaffold hung upside down
CN203531376U (en) Grouted aggregate concrete wall formwork
CN103758342A (en) Tool-type top form for buildings
CN202850041U (en) Reinforcing steel support for colligation of large-scale raft plate and ribbed beam base reinforcing steel
CN204492167U (en) A kind of reconfigurable formwork-support
CN204252394U (en) Corrugated steel web-compound section, concrete filled steel tube edge of a wing H type post
CN204899034U (en) Prefabricated wall post
CN203640271U (en) Tool-type top die for buildings
CN204370807U (en) Exterior wall typified form secondary joist fixture
CN104328867A (en) Box-section column of corrugated steel web-concrete filled steel tube flange combination
CN204252398U (en) Corrugated steel web-compound section, concrete filled steel tube edge of a wing box column
CN203924699U (en) One flies mould
CN206859655U (en) Concrete wall formwork-support cross bar
CN203795720U (en) Corrugated web plate crossed-section steel column
CN204983625U (en) Reinforcing type right -angle plastic building formwork
CN202544190U (en) Roof purline mechanism for steel structure building
CN205224273U (en) It constructs girder construction that links up to do benefit to steel between roof beam
CN204023792U (en) The syndeton of reinforcing bar and reinforced concrete column at the bottom of a kind of reinforced concrete beam
CN204959993U (en) Roof beam end connection structure in rural house of lightweight steel construction
CN206928626U (en) Taper crosshead
CN205713209U (en) Construct the inner supporting structure of reverse V-shaped concrete column inner support post

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP01 Change in the name or title of a patent holder

Address after: 214000 901-2-1701, Wuxi, Jiangsu

Patentee after: BOTH ENGINEERING (JIANGSU) CO.,LTD.

Address before: 214000 901-2-1701, Wuxi, Jiangsu

Patentee before: BOTH ENGINEERING (JIANGSU) CO.,LTD.

CP03 Change of name, title or address

Address after: 214000 International Center, Shanghai, Wuxi, Jiangsu Road, No. 800, F21

Patentee after: BOTH ENGINEERING Co.,Ltd.

Address before: 214000 901-2-1701, Wuxi, Jiangsu

Patentee before: BOTH ENGINEERING (JIANGSU) CO.,LTD.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141015

Termination date: 20190530