CN206581579U - A kind of track-type facilities of elevating scaffold - Google Patents
A kind of track-type facilities of elevating scaffold Download PDFInfo
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- CN206581579U CN206581579U CN201720268904.1U CN201720268904U CN206581579U CN 206581579 U CN206581579 U CN 206581579U CN 201720268904 U CN201720268904 U CN 201720268904U CN 206581579 U CN206581579 U CN 206581579U
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- vertical rod
- main frame
- guide rail
- welded
- track
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Abstract
The elevating scaffold technical field that the utility model belongs in construction, specially a kind of track-type facilities of elevating scaffold.Including vertical rod, anti-fall cross bar in guide rail, main frame, vertical rod in main frame is provided with the right side of the guide rail, vertical rod and guide rail are integrally welded by some connecting plates being equally spaced in main frame, vertical rod is rectangular tube in the main frame, some installation through-holes are offered thereon, vertical rod upper and lower ends Tou Chu both sides are welded with angle cleat in the main frame, vertical rod lower end rectangular tube interpolation narrow bars shape vertical rod connector, location-plate is welded with main frame vertically on the connecting plate of the setting of vertical rod lower end in main frame.The utility model scientific structure design is reasonable, safe and reliable, simple structure, support body from heavy and light, intensity, rigidity is strong, the danger installing simple, elegant in appearance, energy-conserving and environment-protective, can improve operating environment, be effectively reduced work high above the ground, prevent high falling and object hit the generation of accident.
Description
Technical field
The utility model is related to the elevating scaffold technical field in construction, and particularly a kind of elevating scaffold is led
Rail device.
Background technology
Scaffold is for operative and solves the various supports that high-rise working is set up at the construction field (site), mainly in building
Exterior wall, inside fitting or the higher place that can not directly construct of floor height are used on building site.Many enterprises of current domestic construction industry
Industry constantly prolongs life and develops various improvement on the basis of conventional steel formula scaffold and initial attachment type raise scaffold
Type or innovative attachment type raise scaffold, these are obtained in the new technology of secure context, new results in Construction practices
Widely popularize and extensive use.Attachment type raise scaffold, as a kind of advanced auxiliary construction facility of high-building construction,
Application on building sites is increasingly popularized.Compared with traditional console mode scaffold, overhanging scaffold, it, which has, takes
Space is small, the advantages of saving material.But, because its application time is shorter, there is different degrees of defect in product in design,
Maximum of which potential safety hazard is that support body falls.A kind of attaching scaffold having at present is supported with Multifunctional wall-attached, tool
There is anti-fall, support, its guide rail is attached on attached wall support guide bracket, guides the guide rail of support body raising and lowering, make attached
, be oriented to, carrying and anti-fall vertical member, being the key member of transmission load, supporting frame and fall arrest.So guide rail
Improvement can not be ignored, and the attachment type raise scaffold on current construction site is generally simply to be led with reeded rectangular strip
Rail, this guide rail is easily deformed when in use, and not enough, security is also not enough for globality.Patent No. 201520366444.7
Utility model patent disclose a kind of isosceles triangle guide rail for attachment type raise scaffold, its technical scheme is, the product
Font guide rail section is in uniform in the guide rail locating slot steel for projection, the guide rail locating slot steel on the upside of isosceles triangle, the guide rail
Several positioning holes are provided with, the guide rail both sides are provided between orbital groove, described two orbital grooves and are uniformly arranged
Have with orbital groove several anti-fall pins connected vertically, the lower end of the guide rail vertical direction is provided with for guide rail spreading
Guide rail splice, the guide rail splice is provided centrally with least one connecting hole, and the guide rail locating slot steel is with groove
Integrated formed structure.Its is simple in construction, easy to use, and globality is firmer, and security is higher, and quick for installation.But its groove
The positioning hole that steel back face is opened up is connected with the bad installation of scaffold board and rigid support, is connect between locating slot steel and guide rail groove
Contacting surface product is small, is easily broken, and its junction is only with the connecting plate and a bolt connection of two pieces of levels, easily by level
Shearing is destroyed, and intensity bottom, this junction is easily broken.Patent No. 201220682404.X utility model patent is public
Opened a kind of scaffold fall-proof guide rails, its technical scheme is, with guide rail body, the section of guide rail body be it is I-shaped, its
It is characterised by, guide rail body side has support block, by longitudinal direction, equidistant ordered arrangement；Guide rail body opposite side has connection
Backboard, which is provided with manhole, and it is done manual work simply, reusable, with reasonable in design, easy to install, raising peace
The good effect of full performance.But the I-shaped groove and support block on its H profile steel both sides will use many work(with attachment type raise scaffold
Energy attached wall support is engaged, so the size that i shaped steel needs is larger, wastes steel, and main frame is only with being connected backboard phase
Even, connection backboard easily bends fracture.
Utility model content
The purpose of this utility model is that there is provided a kind of structure design for above-described problems of the prior art
Scientific and reasonable, safe and reliable, simple structure, novelty, support body meet construction peace from heavy and light, the intensity of support body, rigidity and stability
The requirement of complete and civilized construction, simple, the elegant in appearance, energy-conserving and environment-protective of installation, operating environment can be improved, high-altitude is effectively reduced
The danger of operation, prevents the track-type facilities of the elevating scaffold of the generation of high falling and object strike accident.
In order to realize the purpose, the utility model is specifically adopted the following technical scheme that：
A kind of track-type facilities of elevating scaffold, including vertical rod 2, anti-fall cross bar 3 in guide rail 1, main frame, the guide rail 1
By left and right two, the channel-section steel 101 be arrangeding in parallel opposite to each other is constituted, if equidistant vertical channel bottom back side is welded between two channel-section steels 101
The anti-fall cross bar 3 of dry round steel structure, it is characterised in that：The main frame parallel with channel-section steel 101 is provided with the right side central of guide rail 1
Vertical rod 2 and guide rail 1 are integrally welded by some connecting plates 4 being equally spaced in vertical rod 2 in frame, the main frame, described
Vertical rod 2 is some parallel with anti-fall cross bar 3 equidistantly to be offered along its length on rectangular tube, and rectangular tube in main frame
In installation through-hole, the main frame upper and lower ends of vertical rod 2 head both sides are welded with angle cleat 5, and angle cleat 5 also with herein
Connecting plate 4 is welded, the lower end rectangular tube interpolation narrow bars shape vertical rod connector 7 of vertical rod 2 in main frame, and by one group of fastening bolt with
Vertical rod 2 is fixedly connected in main frame, and location-plate is welded with vertically on the connecting plate 4 set in main frame at the lower end of vertical rod 2
6。
The length that vertical rod 2 one is saved in the guide rail 1 and main frame is 6m.
The connecting plate 4 is rectangular steel plates, and 4 liang of short legs of connecting plate are respectively welded on the side elevation of two channel-section steels 101,
It is welded in the middle part of two long sides in main frame in vertical rod 2.
The location-plate 6 is that stepped cross steel plate is reduced in lower end.
Compared with prior art, the beneficial effects of the utility model are：1st, every 6 meters of points of one section of connections of track-type facilities are set
Put, connected between two sections of track-type facilities using connected structure, be highly highly adapted with support body, that is, facilitate installation, facilitate
Transport, also meets the intensity and rigidity of junction, improves the security of track-type facilities；2nd, guide rail and attached wall support guide bracket
Guiding roller device collective effect, prevents support body flare, and the anti-fall runner intermeshing that guide rail supports guide bracket with attached wall is acted on, prevented
Only support body falls, and support body is in inactive state, and top deck interaction is shored in the anti-fall crosspiece of round steel and the unloading of guide rail, is realized
The effect of supporting frame and transmission load, while having prevents the effect of falling；3rd, not only in guide rail channel-section steel between the upper and lower section of guide rail
Bolt connection is respectively designed with the interface of both sides angle cleat, and in the rectangular tube of main frame vertical rod vertical butt joint interface
Interior grafting column vertical rod connector, and being connected by two groups of fastening bolts so that guide rail docking section is connected up to indeterminate company
The effect connect, simultaneously because docking the design of location-plate at section, effectively reduces guide rail channel-section steel and main frame vertical rod is vertical
Docking section is poor, improves and ensure that support body lifts stationarity, the security of running.In a word, this apparatus structure design science
Rationally, safe and reliable, simple structure, novelty, support body from heavy and light, the intensity of support body, rigidity and stability meet construction safety and
The requirement of civilized construction, the labor intensity installed simple, elegant in appearance, energy-conserving and environment-protective, reduce operating personnel, improvement operation ring
Border, the danger for being effectively reduced work high above the ground, prevent high falling and object hits the generation of accident, shorten construction period.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is front view of the present utility model.
Fig. 3 is right view of the present utility model.
Shown in figure：Guide rail 1；Channel-section steel 101；Vertical rod 2 in main frame；Anti-fall cross bar 3；Connecting plate 4；Angle cleat 5；Positioning
Plate 6；Vertical rod connector 7；Fastening bolt 8.
Embodiment
Structure of the present utility model and its advantage are further illustrated below in conjunction with accompanying drawing.
Embodiment
A kind of track-type facilities of elevating scaffold, as shown in Figures 1 to 3, including vertical rod 2, anti-fall horizontal stroke in guide rail 1, main frame
Bar 3, the guide rail 1 is made up of the channel-section steel 101 be arrangeding in parallel opposite to each other of left and right two, equidistant vertical channel between two channel-section steels 101
Bottom back side be welded with the anti-fall cross bar 3 of some round steel structures, the right side central of guide rail 1 be provided with it is parallel with channel-section steel 101
Vertical rod 2 and guide rail 1 are integrally welded by some connecting plates 4 being equally spaced in vertical rod 2 in main frame, the main frame,
Vertical rod 2 is some equal with anti-fall cross bar 3 equidistantly to be offered along its length on rectangular tube, and rectangular tube in the main frame
The upper and lower ends of vertical rod 2 head rectangular tube both sides are welded with angle cleat 5, and angle cleat 5 in capable installation through-hole, the main frame
Also welded with connecting plate 4 herein, bolt hole is provided with the horizontal sides of angle cleat 5, two will saved up and down by fastening bolt 8
Two Bolted angle connections in main frame in vertical rod 2 get up, and the lower end rectangular tube interpolation narrow bars shape vertical rod of vertical rod 2 is connected in main frame
Part 7, and be fixedly connected by one group of fastening bolt with vertical rod in main frame 2, the connection set in main frame at the lower end of vertical rod 2
Location-plate 6 is welded with plate 4 vertically.
The length of vertical rod 2 is 6m in the guide rail 1 and main frame.Connected between two sections track-type facilities using connected structure
Connect, be highly highly adapted with support body, that is, facilitate installation, facilitate transport, also meet the intensity and rigidity of junction, carry
The high security of track-type facilities.
Vertical rod 2 is 80mmX40mmX3mm rectangular tube in the main frame, be equidistantly provided with rectangular tube it is some with it is anti-
The parallel installation through-hole of cross bar 3 is fallen, the centre-to-centre spacing of the two neighboring installation through-hole is vertical rod 2 in 100mm, the main frame
Lower end rectangular tube interpolation narrow bars shape vertical rod connector 7, and fixed by one group of fastening bolt 8 with vertical rod 2 in up and down two section main frames
Connection.
The channel-section steel 101 is [6.3.
The anti-fall horizontal bar 3 is a length of 70mm, a diameter of φ 25mm round steel, and the centre-to-centre spacing of two adjacent anti-fall crosspieces 3
For 110mm.Some anti-fall crosspieces 3 formation vertical round steel chains of grating type, are engaged with realizing with anti-fall runner, reach lifting with
Driving transmits the purpose of shock of a fall load with exciting anti-fall device when anti-fall.Guide rail channel-section steel is supported with anti-fall crosspiece with attached wall
The guiding roller device collective effect of guide bracket, prevents support body flare, and anti-fall crosspiece and the anti-fall runner that attached wall supports guide bracket are mutual
Engagement, prevents support body from falling, and support body is in inactive state, and top deck phase is shored in the anti-fall crosspiece of round steel and the unloading of guide rail
Interaction, realizes the effect of supporting frame and transmission load, while having prevents the effect of falling.
The rectangular slab that the connecting plate 4 is a length of 100mm, a width of 60mm, thickness is 8mm, 4 liang of short legs of connecting plate are welded respectively
On the side elevation for being connected on two channel-section steels 101, it is welded on to Middle face in main frame in vertical rod 2, and adjacent two pieces of connecting plates 4
Interval centre-to-centre spacing is 500mm.
The angle cleat 5 is L80X80X8 angle steel.Not only in guide rail channel-section steel both sides joint angle between the upper and lower section of guide rail
The interface of steel is respectively designed with fastening bolt connection, and the inserting column in the rectangular tube of main frame vertical rod vertical butt joint interface
Shape vertical rod connector, and connected by two groups of fastening bolts so that guide rail docks the effect for being connected up to indeterminate connection in section,
Simultaneously because docking the design of location-plate at section, effectively reduce guide rail channel-section steel and main frame vertical rod vertical butt joint section be poor,
Improve and ensure that support body lifts stationarity, the security of running.
A length of 100mm, a width of 68mm, the steel plate that thickness is 8mm of the location-plate 6, and the decrement of the bottom of location-plate 6 is ladder
Shape.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for ability
For the technical staff in domain, the utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle it
Any modification that is interior, being made, equivalent substitution, improve etc., it all should be included within protection domain of the present utility model.
Claims (4)
1. vertical rod (2), anti-fall cross bar (3), described to lead in a kind of track-type facilities of elevating scaffold, including guide rail (1), main frame
Rail (1) is made up of the channel-section steel (101) be arrangeding in parallel opposite to each other of left and right two, the equidistant vertical channel bottom back of the body between two channel-section steels (101)
Face is welded with the anti-fall cross bar (3) of some round steel structures, it is characterised in that：It is provided with and groove at guide rail (1) right side central
Vertical rod (2) and guide rail (1) are equally spaced by some in vertical rod (2) in the parallel main frame of steel (101), the main frame
Connecting plate (4) is integrally welded, and vertical rod (2) is equidistantly to be opened along its length on rectangular tube, and rectangular tube in the main frame
Provided with some installation through-holes parallel with anti-fall cross bar (3), vertical rod (2) upper and lower ends head rectangular tube both sides in the main frame
Angle cleat (5) is welded with, and angle cleat (5) is also welded with connecting plate (4) herein, is opened in angle cleat (5) horizontal sides
Provided with bolt hole, vertical rod (2) lower end rectangular tube interpolation narrow bars shape vertical rod connector (7) in main frame, and by one group of fastening spiral shell
Bolt (8) is fixedly connected with vertical rod in main frame (2), vertical on the connecting plate (4) set in main frame at vertical rod (2) lower end
It is welded with location-plate (6).
2. a kind of track-type facilities of elevating scaffold according to claim 1, it is characterised in that：The guide rail (1) and master
The length that vertical rod (2) one is saved in framework is 6m.
3. a kind of track-type facilities of elevating scaffold according to claim 1, it is characterised in that：The connecting plate (4) is
Rectangular steel plates, the short leg of connecting plate (4) two is respectively welded on the side elevation of two channel-section steels (101), is welded in the middle part of two long sides
In main frame in vertical rod (2).
4. a kind of track-type facilities of elevating scaffold according to claim 1, it is characterised in that：The location-plate (6) is
Reduce stepped cross steel plate in lower end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720268904.1U CN206581579U (en) | 2017-03-17 | 2017-03-17 | A kind of track-type facilities of elevating scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720268904.1U CN206581579U (en) | 2017-03-17 | 2017-03-17 | A kind of track-type facilities of elevating scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206581579U true CN206581579U (en) | 2017-10-24 |
Family
ID=60113759
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720268904.1U Active CN206581579U (en) | 2017-03-17 | 2017-03-17 | A kind of track-type facilities of elevating scaffold |
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| Country | Link |
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| CN (1) | CN206581579U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056178A (en) * | 2018-01-17 | 2019-07-26 | 深圳市中升建科科技发展有限公司 | A kind of attachment type raise scaffold guide rail |
| CN110593547A (en) * | 2019-09-24 | 2019-12-20 | 陕西百斯特工程技术有限公司 | Frame body structure based on attached lifting scaffold and construction method thereof |
| GB2591155A (en) * | 2019-12-24 | 2021-07-21 | De Liftfabriek Bv | Winch assembly for a support structure |
-
2017
- 2017-03-17 CN CN201720268904.1U patent/CN206581579U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056178A (en) * | 2018-01-17 | 2019-07-26 | 深圳市中升建科科技发展有限公司 | A kind of attachment type raise scaffold guide rail |
| CN110593547A (en) * | 2019-09-24 | 2019-12-20 | 陕西百斯特工程技术有限公司 | Frame body structure based on attached lifting scaffold and construction method thereof |
| CN110593547B (en) * | 2019-09-24 | 2021-10-15 | 陕西百斯特工程技术有限公司 | Frame body structure based on attached lifting scaffold and construction method thereof |
| GB2591155A (en) * | 2019-12-24 | 2021-07-21 | De Liftfabriek Bv | Winch assembly for a support structure |
| GB2591155B (en) * | 2019-12-24 | 2022-01-12 | De Liftfabriek Bv | Winch assembly for a support structure |
| GB2598513A (en) * | 2019-12-24 | 2022-03-02 | De Liftfabriek Bv | Winch assembly for a support structure |
| GB2598513B (en) * | 2019-12-24 | 2023-09-20 | De Liftfabriek Bv | Winch assembly for a support structure |
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