CN203097248U - Integral type flexible scaffold - Google Patents

Integral type flexible scaffold Download PDF

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Publication number
CN203097248U
CN203097248U CN 201220593952 CN201220593952U CN203097248U CN 203097248 U CN203097248 U CN 203097248U CN 201220593952 CN201220593952 CN 201220593952 CN 201220593952 U CN201220593952 U CN 201220593952U CN 203097248 U CN203097248 U CN 203097248U
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CN
China
Prior art keywords
connecting rod
scaffold
connector
mobile jib
main rods
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Expired - Fee Related
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CN 201220593952
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Chinese (zh)
Inventor
曹珑畅
丁志坤
许庆光
李燕萍
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Individual
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Individual
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Priority to CN 201220593952 priority Critical patent/CN203097248U/en
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Publication of CN203097248U publication Critical patent/CN203097248U/en
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Abstract

The utility model relates to an integral type flexible scaffold comprising at least one connection unit, wherein each connection unit comprises two parallel main rods and a connection rod which is erected between the two main rods, the two ends of each connection rod are respectively and movably connected with the two main rods of the corresponding connection unit through a connecting piece which is fixedly arranged on the main rods, and each connecting piece is articulated with the corresponding connection rod so that the connection rod and the corresponding main rods are always in the same plane when the connection rod moves relative to the main rods. The integral type flexible scaffold disclosed by the utility model has the advantages of safety, reliability, simpleness in erection and detachment operations, material saving, convenience in construction management and the like, is very suitable for being widely popularized and applied in units and departments, such as construction companies, advertisement companies, municipal administration departments, traffic road and bridge departments and mines.

Description

The monolithic scaffold that stretches
Technical field
The utility model relates to technical field of building construction, particularly a kind of monolithic scaffold that stretches.
Background technology
Scaffold is meant that the job site is operated and solve vertical for the workman and level is transported the various supports of setting up.The generic term on building circle refers to be used on the building site the higher place that can't directly construct of exterior wall, interior decoration or floor height.Mainly working up and down for the constructor or maintenance of peripheral safety net and high-altitude installation component etc., is exactly to build a framework frankly speaking, and the scaffold manufacturing materials has usually: bamboo and wood, steel pipe or synthetic materials etc.Some engineering is also used when template with scaffold, and departments such as this external advertising, municipal administration, traffic road and bridge, mine also extensively are used.
Traditional scaffold, a plurality of constructors with one by one independently steel pipe connect with fastener at the construction field (site) and build, building and removing all needs instrument, operability is not strong, uses inconvenient.And fastener mostly is cast iron, and intensity is low, cracky, and fastener loses easily, and material deterioration inside is big, has the difficulty height, speed is slow, efficient is low, waste material, influence shortcomings such as construction speed.
The utility model content
Main purpose of the present utility model is, at above-mentioned deficiency of the prior art, provides a kind of monolithic scaffold that stretches, its have safe and reliable, set up simple with dismantling operation, save advantages such as material and execution control be convenient.
For achieving the above object, the utility model is by the following technical solutions:
The utility model provides a kind of monolithic scaffold that stretches, comprise at least one linkage unit, described linkage unit comprises two mobile jibs that be arranged in parallel and is set up in connecting rod between described two mobile jibs, the two ends of described connecting rod flexibly connect by a connection piece and two mobile jibs respectively, described connector is fixed on the described mobile jib, described connecting rod and described connector are hinged, and when described connecting rod was moved with respect to described mobile jib, described connecting rod and mobile jib were positioned at same plane all the time.
Preferably, also be provided with the detent mechanism that is used to lock described connecting rod on the described connector, described detent mechanism is articulated in described connector, is fixed with fastener set on the described connector.
Preferably, described detent mechanism comprises body and two claws, and an end and the described connector of described body are hinged, and described two claws are articulated in the both sides of described body respectively, and engages with the described fastener that is positioned at described connector both sides respectively.
Preferably, described connector is fixed in described mobile jib by anchor ear.
Preferably, described connector is fixed in the middle part of described mobile jib.
Than above-mentioned prior art, the utlity model has following beneficial effect:
The utility model adopts and set up a connecting rod between per two mobile jib, form the form of structure of a linkage unit, make scaffold form a integral body with a plurality of linkage units, and, flexibly connect by connector between mobile jib and the connecting rod, detent mechanism is set on connector, make the stable deployed condition of maintenance between mobile jib and the connecting rod, construct so that the constructor stand on the scaffold, or upwards continue the overlap joint scaffold.After construction is finished, only need the detent mechanism release just can be drawn in scaffold, so that move and allocate the time save space, very unit such as appropriate architecture company, advertising company, municipal sector, traffic road and bridge department, mine and department extensively promote the use of.
Description of drawings
Fig. 1 is the overall structure schematic diagram of the flexible scaffold of monolithic among the utility model embodiment.
Fig. 2 is the deployed condition schematic diagram of linkage unit among the utility model embodiment.
Fig. 3 is the A-A sectional view of middle linkage unit embodiment illustrated in fig. 2.
Fig. 4 is the rounding state schematic diagram of linkage unit among the utility model embodiment.
The realization of the utility model purpose, functional characteristics and advantage will be in conjunction with the embodiments, are described further with reference to accompanying drawing.
The specific embodiment
Describe the technical solution of the utility model in detail below with reference to drawings and the specific embodiments, so as clearer, understand invention essence of the present utility model intuitively.
Fig. 1 is the overall structure schematic diagram of the flexible scaffold of monolithic among the utility model embodiment; Fig. 2 is the deployed condition schematic diagram of linkage unit among the utility model embodiment; Fig. 3 is the A-A sectional view of middle linkage unit embodiment illustrated in fig. 2; Fig. 4 is the rounding state schematic diagram of linkage unit among the utility model embodiment.
With reference to shown in Figure 1, present embodiment provides a kind of monolithic scaffold 100 that stretches, be used for that the constructor works up and down or peripheral safety net is safeguarded and operations such as high-altitude installation component, comprise at least one linkage unit 10, each linkage unit 10 comprises two mobile jibs that be arranged in parallel 1 and is set up in connecting rod 2 between these two mobile jibs 1, the two ends of this connecting rod 2 flexibly connect by a connection piece 3 and two mobile jibs 1 respectively, one end of connector 3 is fixed on the mobile jib 1, the other end and connecting rod 2 are hinged, make that this connecting rod 2 and two mobile jibs 1 are positioned at same plane all the time when connecting rod 2 moves with respect to mobile jib 1.
Particularly, with reference to Fig. 2~shown in Figure 4, one end of connector 3 is provided with an anchor ear 31, and be fixed on the mobile jib 1 by this anchor ear 31, the other end at connector 3 is provided with a U-shaped opening 32, run through at these U-shaped opening 32 places and to be provided with a bolt 33, above-mentioned connecting rod 2 promptly is to be that pivot and connector 3 are hinged with this bolt 33, connecting rod 2 can be rotated with respect to mobile jib 1, and when connecting rod 2 turns to when vertical with mobile jib 1, connecting rod 1 is in or near level, the distance between this moment two mobile jibs 1 farthest, linkage unit 10 is complete deployed condition; When turning to, connecting rod 2 is in or during near vertical state, nearest between two mobile jibs 1, and linkage unit 10 is complete rounding state.Linkage unit 10 is when complete deployed condition, and integral body presents " H " shape, when rounding state fully, and the structure of integral body presents similar " N " shape.
In order to make the flexible scaffold 100 of monolithic unlikely long when drawing in, the connector 3 of present embodiment is fixed in the middle part of mobile jib 1, like this, and when each linkage unit 10 draws in, its shared horizontal space is less, thereby the shared horizontal space of whole scaffold 100 is also less relatively.
In addition, present embodiment also is provided with the detent mechanism 34 that is used to lock connecting rod 2 on connector 3, and this detent mechanism 34 is articulated in connector 3, can be fixed with the fastener 35 that U-shaped opening 32 places are provided with.When linkage unit 10 launches fully, detent mechanism 34 on the connector 3 at connecting rod 2 two ends can be engaged on the above-mentioned fastener 35, thereby connecting rod 2 is fixed on the connector 3, connecting rod 2 can not be rotated with respect to mobile jib 1, so that linkage unit 10 keeps stable deployed condition, the constructor can be constructed safely on scaffold 100.
Above-mentioned location structure 34 comprises body 341 and two claws 342, and an end and the connector 3 of body 341 are hinged, and makes hinge point near mobile jib 1, and connecting rod 2 does not interfere with each other with detent mechanism 34 and is advisable when drawing in linkage unit 10.Two claws 342 are articulated in the both sides of body 341 respectively, can fasten with the fastener 35 that is positioned at the corresponding setting in U-shaped opening 32 both sides respectively, so that connecting rod 2 is locked on the connector 3, connecting rod 2 cannot be rotated relative to mobile jib 1.When needs draw scaffold 100 in, only need this claw 342 is got final product from fastener 35 disengagements, at this moment, two mobile jib 1 relative motions vertically in the linkage unit 10, connecting rod 2 rotates with respect to mobile jib 1, make connecting rod 2 and two mobile jibs 1 be applying or, realize the gathering of scaffold 100 near fit-state.
But what need consideration is, because per two adjacent linkage units, 10 shared mobile jibs 1, therefore, the installation direction of the connecting rod 2 that these mobile jib 1 both sides are connected need stagger, that is, if the connecting rod on the left side 2 clockwise rotated when drawing in, then You Bian connecting rod 2 should rotate counterclockwise when drawing in, like this, could make that the fore-and-aft distance between each mobile jib 1 can be not increasing, but remain within certain scope, dwindle the shared space of scaffold 100, so that install and carrying.
In sum, the utility model adopts and set up a connecting rod between per two mobile jib, form the form of structure of a linkage unit, make scaffold form a integral body with a plurality of linkage units, and, flexibly connect by connector between mobile jib and the connecting rod, detent mechanism is set on connector, make the stable deployed condition of maintenance between mobile jib and the connecting rod, construct, or upwards continue the overlap joint scaffold so that the constructor stand on the scaffold.After construction is finished, only need the detent mechanism release just can be drawn in scaffold, so that move and allocate the time save space, very unit such as appropriate architecture company, advertising company, municipal sector, traffic road and bridge department, mine and department extensively promote the use of.
The above only is a preferred embodiment of the present utility model; be not so limit its claim; every equivalent structure transformation that utilizes the utility model manual and accompanying drawing content to be done; directly or indirectly be used in other relevant technical fields, all in like manner be included in the scope of patent protection of the present utility model.

Claims (5)

1. the flexible scaffold of a monolithic, it is characterized in that: comprise at least one linkage unit, described linkage unit comprises two mobile jibs that be arranged in parallel and is set up in connecting rod between described two mobile jibs, the two ends of described connecting rod flexibly connect by a connection piece and two mobile jibs respectively, described connector is fixed on the described mobile jib, described connecting rod and described connector are hinged, and when described connecting rod was moved with respect to described mobile jib, described connecting rod and mobile jib were positioned at same plane all the time.
2. the monolithic as claimed in claim 1 scaffold that stretches, it is characterized in that: also be provided with the detent mechanism that is used to lock described connecting rod on the described connector, described detent mechanism is articulated in described connector, is fixed with fastener set on the described connector.
3. the monolithic as claimed in claim 2 scaffold that stretches, it is characterized in that: described detent mechanism comprises body and two claws, one end and the described connector of described body are hinged, described two claws are articulated in the both sides of described body respectively, and engage with the described fastener that is positioned at described connector both sides respectively.
4. as the flexible scaffold of each described monolithic in the claim 1~3, it is characterized in that: described connector is fixed in described mobile jib by anchor ear.
5. the monolithic as claimed in claim 4 scaffold that stretches, it is characterized in that: described connector is fixed in the middle part of described mobile jib.
CN 201220593952 2012-11-12 2012-11-12 Integral type flexible scaffold Expired - Fee Related CN203097248U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220593952 CN203097248U (en) 2012-11-12 2012-11-12 Integral type flexible scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220593952 CN203097248U (en) 2012-11-12 2012-11-12 Integral type flexible scaffold

Publications (1)

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CN203097248U true CN203097248U (en) 2013-07-31

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106499172A (en) * 2016-10-26 2017-03-15 上海建工集团股份有限公司 A kind of support body of folding type hydraulic creeping formwork and its using method
CN107201825A (en) * 2017-06-09 2017-09-26 上海建工集团股份有限公司 A kind of modularization hydraulic climbing formwork top support body and its installation method
CN110821129A (en) * 2019-11-18 2020-02-21 江苏优美特工程技术有限公司 Scaffold for external construction of tower
CN111576895A (en) * 2020-06-21 2020-08-25 广西职业技术学院 Connecting structure and installation assembly are erect to subway station facade
CN111839941A (en) * 2020-08-13 2020-10-30 广东博方众济医疗科技有限公司 Lifting guardrail and nursing bed with same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106499172A (en) * 2016-10-26 2017-03-15 上海建工集团股份有限公司 A kind of support body of folding type hydraulic creeping formwork and its using method
CN107201825A (en) * 2017-06-09 2017-09-26 上海建工集团股份有限公司 A kind of modularization hydraulic climbing formwork top support body and its installation method
CN110821129A (en) * 2019-11-18 2020-02-21 江苏优美特工程技术有限公司 Scaffold for external construction of tower
CN111576895A (en) * 2020-06-21 2020-08-25 广西职业技术学院 Connecting structure and installation assembly are erect to subway station facade
CN111839941A (en) * 2020-08-13 2020-10-30 广东博方众济医疗科技有限公司 Lifting guardrail and nursing bed with same

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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: 20130731

Termination date: 20131112