CN106939693A - The scaffold jacking system of built-in tracks - Google Patents

The scaffold jacking system of built-in tracks Download PDF

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Publication number
CN106939693A
CN106939693A CN201610000275.4A CN201610000275A CN106939693A CN 106939693 A CN106939693 A CN 106939693A CN 201610000275 A CN201610000275 A CN 201610000275A CN 106939693 A CN106939693 A CN 106939693A
Authority
CN
China
Prior art keywords
track
connecting rod
scaffold
lifting casing
built
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.)
Pending
Application number
CN201610000275.4A
Other languages
Chinese (zh)
Inventor
不公告发明人
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.)
CHONGQING WANSHENG DISTRICT PUHUI CITY CONSTRUCTION CONSULTING SERVICES Co Ltd
Original Assignee
CHONGQING WANSHENG DISTRICT PUHUI CITY CONSTRUCTION CONSULTING SERVICES 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 CHONGQING WANSHENG DISTRICT PUHUI CITY CONSTRUCTION CONSULTING SERVICES Co Ltd filed Critical CHONGQING WANSHENG DISTRICT PUHUI CITY CONSTRUCTION CONSULTING SERVICES Co Ltd
Priority to CN201610000275.4A priority Critical patent/CN106939693A/en
Publication of CN106939693A publication Critical patent/CN106939693A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E04G3/32Hoisting devices; Safety devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Types And Forms Of Lifts (AREA)

Abstract

A kind of scaffold jacking system of built-in tracks, including lifting casing, in the parallel cross track of the recessed formation of the base of lifting casing, the cross track two ends end is hinged with track connecting rod, track is provided with track connecting rod, cross track is concordant with the track of track connecting rod, and support block is installed with the lifting wall box below the track connecting rod, and track connecting rod can be leaned against in support block;Cave inward to form accommodation space in elevator chamber body phase adjacent two side intersection, position-limit mechanism is installed in accommodation space, the position-limit mechanism is parallel with cross track when protruding.Using above structure, railcar is placed in the present invention, when needing to be constructed in a certain floor height, railcar is sent to the floor height, now, the track connecting rod of elevator chamber is docked with the track cross bar on scaffold so that railcar can be driven on scaffold, operating efficiency is substantially increased, while greatly reducing the risk for occurring security incident.

Description

The scaffold jacking system of built-in tracks
Technical field
The invention belongs to Construction Formwork & Scaffold Technology field, and in particular to a kind of scaffold jacking system of built-in tracks.
Background technology
Lifting device for scaffold is the construction machinery of the manned cargo-carrying used in construction.At present, in construction site generally scaffold is erected with the exterior wall for build higher buildings, workmen wants the higher operating location of arrival can only be by way of climbing scaffold, part building site is provided with elevator, but can only be by workmen or goods handling to specified floor height, railcar can not be carried, it is set to be driven to after reaching specified floor height on the scaffold for being provided with track, and then on scaffold transverse shifting, transport workmen or goods reaches the assignment position of the floor height, thus there is low construction efficiency, the deficiencies such as degree of danger height, the problem is solved as the task of top priority.
The content of the invention
To solve above technical problem, the present invention, which provides one kind, can transport railcar, scaffold jacking system that again can be with the built-in tracks of the orbital docking on scaffold.
Its technical scheme is as follows:
A kind of scaffold jacking system of built-in tracks, including lifting casing(1), it is characterized by:In the lifting casing(1)Base(1a)It is recessed to form parallel cross track(2), the cross track(2)Two ends end is hinged with track connecting rod(3), in the track connecting rod(3)On be provided with track, the cross track(2)With the track connecting rod(3)Track it is concordant, in the track connecting rod(3)The lifting casing of lower section(1)Support block is installed with the wall of side(7), the track connecting rod(3)The support block can be leaned against(7)On;
In the lifting casing(1)Adjacent two side intersection caves inward to form accommodation space(8), in the accommodation space(8)Position-limit mechanism is inside installed, when the position-limit mechanism is protruding and cross track(2)Parallel, the position-limit mechanism includes cylinder(4), connecting rod(5)And pulley(6), the connecting rod(5)One end and the lifting casing(1)It is side walls hinged, the connecting rod(5)The other end pulley is installed(6), the cylinder(4)Cylinder body and the lifting casing(1)It is side walls hinged, the cylinder(4)Piston rod outer end and the connecting rod(5)Middle part is hinged.
Using above structure, railcar is placed in the present invention, when needing to be constructed in a certain floor height, railcar is sent to the floor height, now, due to lifting casing(1)Built-in cross track(2)And track connecting rod(3), the track cross bar that can be docked is provided with scaffold;Meanwhile, because there is connection gap between scaffold when the present invention is installed, so track connecting rod is set(3), because of track connecting rod(3)Presence, it is necessary to when a certain floor height is constructed, overturn track connecting rod(3)It is set to be docked with scaffold, so that the railcar being placed in the present invention is rolled away from, by workmen or goods handling to construction location;Lifting device for scaffold during lifting due to provided with position-limit mechanism, operating steadily, and fault rate is low, greatly reduces security risk, and substantially increase efficiency of construction.
As preferred:The cross track(2)With track connecting rod(3)Connected by loose-leaf.It is simple and reliable for structure using this.
As preferred:The cylinder(4)Positioned at the connecting rod(5)Top.It is relatively reliable, stably using this structure.
As preferred:The track connecting rod(3)It is described track for the notch of channel-section steel, and channel-section steel.Using above structure, track can be selected at lower cost.
As preferred:The lifting casing(1)Perpendicular to cross track(2)Both sides side wall installed lowering or hoisting gear door(10).Using above structure, it is ensured that the safety in lifting process, the design that both sides side wall is equipped with door also increases practicality.
As preferred:The lifting casing(1)Top is installed with suspension ring(9).Simple and reliable for structure above, practicality is high.
Beneficial effect:Using the scaffold jacking system of the built-in tracks of above technical scheme, novelty simple in construction improves efficiency of construction, it is to avoid security risk, it is easy to accomplish, it is simple to operate.
Brief description of the drawings
Fig. 1 is structural representation of the invention;
Fig. 2 is Fig. 1 top view;
Fig. 3 is Fig. 1 left view;
Fig. 4 is the connection diagram of cross track 2 of the present invention and track connecting rod 3.
Embodiment
With reference to embodiment and accompanying drawing, the invention will be further described.
As Figure 1-4, a kind of scaffold jacking system of built-in tracks, including lifting casing 1, the top of lifting casing 1 is installed with suspension ring 9, the lifting casing 1 has installed lowering or hoisting gear door 10 perpendicular to the both sides side wall of cross track 2, in the parallel cross track 2 of the recessed formation of base 1a of the lifting casing 1, the two ends end of cross track 2 is hinged with track connecting rod 3, it is that the cross track 2 is connected with track connecting rod 3 by loose-leaf, track is provided with the track connecting rod 3, it is that the track connecting rod 3 is channel-section steel, and the notch of channel-section steel is described track, the cross track 2 is concordant with the track of the track connecting rod 3, support block 7 is installed with the side wall of the lifting casing 1 below the track connecting rod 3, the track connecting rod 3 can be leaned against in the support block 7;Cave inward to form accommodation space 8 in the adjacent two side intersection of the lifting casing 1, position-limit mechanism is installed in the accommodation space 8, it is parallel with cross track 2 when the position-limit mechanism is protruding, the position-limit mechanism includes cylinder 4, connecting rod 5 and pulley 6, one end of the connecting rod 5 and the lifting casing 1 are side walls hinged, the other end of the connecting rod 5 is provided with the pulley 6, the cylinder body of the cylinder 4 and the lifting casing 1 are side walls hinged, the piston rod outer end of the cylinder 4 is hinged with the middle part of connecting rod 5, and the cylinder 4 is located at the top of the connecting rod 5.
When the scaffold jacking system of built-in tracks is used, railcar is placed in lifting casing 1, when needing to be constructed in a certain floor height or transporting goods to a certain floor height, the scaffold jacking system of built-in tracks rises or dropped to up to the floor height, lowering or hoisting gear door 10 is opened after coming to a complete stop, then by manually pulling the track connecting rod 3 that same cross track 2 is hinged, track connecting rod 3 is set to be docked with the cross track on scaffold, now the revenue and expenditure bracer 7 of track connecting rod 3 is supported, railcar rolls lifting casing 1 away from, reach the track cross bar of scaffold, the transverse shifting on scaffold, by workmen or goods handling to specified location.

Claims (6)

1. a kind of scaffold jacking system of built-in tracks, including lifting casing(1), it is characterised in that:In the lifting casing(1)Base(1a)It is recessed to form parallel cross track(2), the cross track(2)Two ends end is hinged with track connecting rod(3), in the track connecting rod(3)On be provided with track, the cross track(2)With the track connecting rod(3)Track it is concordant, in the track connecting rod(3)The lifting casing of lower section(1)Support block is installed with the wall of side(7), the track connecting rod(3)The support block can be leaned against(7)On;
In the lifting casing(1)Adjacent two side intersection caves inward to form accommodation space(8), in the accommodation space(8)Position-limit mechanism is inside installed, when the position-limit mechanism is protruding and cross track(2)Parallel, the position-limit mechanism includes cylinder(4), connecting rod(5)And pulley(6), the connecting rod(5)One end and the lifting casing(1)It is side walls hinged, the connecting rod(5)The other end pulley is installed(6), the cylinder(4)Cylinder body and the lifting casing(1)It is side walls hinged, the cylinder(4)Piston rod outer end and the connecting rod(5)Middle part is hinged.
2. the scaffold jacking system of built-in tracks according to claim 1, it is characterised in that:The cross track(2)With track connecting rod(3)Connected by loose-leaf.
3. the lifting device for scaffold according to claim 1 with position-limit mechanism, it is characterised in that:The cylinder(4)Positioned at the connecting rod(5)Top.
4. the scaffold jacking system of built-in tracks according to claim 1 or 2, it is characterised in that:The track connecting rod(3)It is described track for the notch of channel-section steel, and channel-section steel.
5. the scaffold jacking system of built-in tracks according to claim 1, it is characterised in that:The lifting casing(1)Perpendicular to cross track(2)Both sides side wall installed lowering or hoisting gear door(10).
6. the scaffold jacking system of built-in tracks according to claim 1 or 5, it is characterised in that:The lifting casing(1)Top is installed with suspension ring(9).
CN201610000275.4A 2016-01-03 2016-01-03 The scaffold jacking system of built-in tracks Pending CN106939693A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610000275.4A CN106939693A (en) 2016-01-03 2016-01-03 The scaffold jacking system of built-in tracks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610000275.4A CN106939693A (en) 2016-01-03 2016-01-03 The scaffold jacking system of built-in tracks

Publications (1)

Publication Number Publication Date
CN106939693A true CN106939693A (en) 2017-07-11

Family

ID=59469125

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610000275.4A Pending CN106939693A (en) 2016-01-03 2016-01-03 The scaffold jacking system of built-in tracks

Country Status (1)

Country Link
CN (1) CN106939693A (en)

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Legal Events

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PB01 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20170711

WD01 Invention patent application deemed withdrawn after publication