CN205976515U - Material hoist stops a layer platform structure - Google Patents
Material hoist stops a layer platform structure Download PDFInfo
- Publication number
- CN205976515U CN205976515U CN201620945499.8U CN201620945499U CN205976515U CN 205976515 U CN205976515 U CN 205976515U CN 201620945499 U CN201620945499 U CN 201620945499U CN 205976515 U CN205976515 U CN 205976515U
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- China
- Prior art keywords
- platform
- stop layers
- crossbeam
- fixed
- material elevator
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- 239000000463 material Substances 0.000 title claims abstract description 36
- 238000010276 construction Methods 0.000 claims abstract description 46
- 238000004873 anchoring Methods 0.000 claims description 20
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000001681 protective effect Effects 0.000 description 4
- 238000009408 flooring Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 210000004247 hand Anatomy 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a material hoist stops a layer platform structure, including platform skeleton and encorbelment the stop layer platform in floor structures outside of anchor on floor structures, the bottom of stopping layer platform is equipped with to be fixed in the bottom sprag structure of platform skeleton. The utility model discloses an anchor platform skeleton on floor structures is recycled the bottom sprag structure and will be stopped a layer platform and fix on the platform skeleton, makes to stop layer platform and encorbelment in floor structures's the outside, supplies the material hoist hanging flower basket to transport perpendicularly and carries out the floor in the construction and stop the layer, replaces traditional scaffold frame that falls to the ground, and need not to set up outer protection frame, has not only practiced thrift the cost but also has improved the security, and the while regularization stops that a layer platform have can all transsexuals, have embodied green construction.
Description
Technical field
This utility model is related to a kind of building safety protection field, more particularly, to a kind of material elevator stop layers platform knot
Structure.
Background technology
Material elevator is conventional construction vertical transportation machinery, the way of traditional material elevator stop layers platform
It is：Set up double console scaffold as crosshead, exist and set up high cost, the shortcomings of stability is poor, frequency of maintenance is high.
Utility model content
This utility model is to solve the deficiencies in the prior art, there is provided one kind need not set up steel pipe crosshead, without setting up
Protective frame, safe and reliable and economical and practical material elevator stop layers platform structure, can be prevented effectively from the peace during setting up
Full blast danger, material-saving, reduces cost.
For realizing above-mentioned technique effect, the utility model discloses a kind of material elevator stop layers platform structure, including anchor
The platform skeleton being fixed on floor construction and the stop layers platform outside floor construction of encorbelmenting, the bottom of described stop layers platform has installed
It is fixed on the lower support structure of described platform skeleton.
Described material elevator stop layers platform structure is further improved by, described platform skeleton include first crossbeam,
Second cross beam and be fixed on the Cantilever Beams on described first crossbeam and described second cross beam.
Described material elevator stop layers platform structure is further improved by, and described first crossbeam is fixed on floor construction
On, described second cross beam is held on the close of floor construction and treats that, on the side of stop layers position, the first end of described Cantilever Beams is fixed
On described first crossbeam, the second end of described Cantilever Beams is fixed on described second cross beam, and the second end of described Cantilever Beams
It is provided with the arm of encorbelmenting extending to outside floor construction.
Described material elevator stop layers platform structure is further improved by, and described lower support structure includes being fixed on
The support beam of encorbelmenting of described arm of encorbelmenting, described arm of encorbelmenting is flushed with described support top surface of the beam of encorbelmenting, and forms platform face；Described
Stop layers platform is laid and is fixed on described platform face.
Described material elevator stop layers platform structure is further improved by, and described stop layers platform is landing slab.
Described material elevator stop layers platform structure is further improved by, described first crossbeam and described second cross beam
It is provided with two described Cantilever Beams, the second end of two described Cantilever Beams is formed with described in two arm of encorbelmenting, encorbelments described in two
Spacing between arm adapts to treat the hanging basket width of the material elevator of stop layers.
Described material elevator stop layers platform structure is further improved by, and the both sides of described first crossbeam are provided with anchoring
The first anchoring part on floor construction and the second anchoring part, the top of described first crossbeam is provided with perforate cover plate, and described first
Anchoring part and described second anchoring part wear and are fixed in the perforate on described perforate cover plate.
Described material elevator stop layers platform structure is further improved by, described first crossbeam and described second cross beam
Between spacing be more than or equal to 1m.
This utility model is due to employing above technical scheme so as to have the advantages that：By in floor construction
Upper anchored platform skeleton, recycle lower support structure stop layers platform is fixed on platform skeleton, make stop layers platform encorbelment in
The outside of floor construction, carries out flooring stop layers in the construction of hanging basket of material hoister vertical transport, replaces traditional landing leg handss
Frame, and need not set up outer protective frame, has not only saved cost but also has improve safety, and have can for canalization stop layers platform simultaneously
Revolving, embody green construction.
Brief description
Fig. 1 is a kind of floor map of this utility model material elevator stop layers platform structure.
Fig. 2 is the A-A generalized section of Fig. 1.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail to this utility model.
Refering to shown in Fig. 1 and Fig. 2, a kind of this utility model material elevator stop layers platform structure is mainly by platform skeleton
11st, stop layers platform 12 and lower support structure 13 3 part composition.Wherein, this platform skeleton 11 is anchored in material elevator and need to enter
On the floor construction 20 of the building structure of row vertical transport.This stop layers platform 12 is encorbelmented in the outside of floor construction 20, this bottom
Supporting construction 13 is fixed on this platform skeleton 11 and props up located at the bottom of this stop layers platform 12, for encorbelmenting outside floor construction
Stop layers platform 12 be fixed on platform skeleton 11 so that stop layers platform 12 is stable and be securely fixed in floor construction 20
On, it is to avoid stop layers platform 12 falls.
In the present embodiment, platform skeleton 11 by a first crossbeam 111, a second cross beam 112 and is fixed on this first horizontal stroke
Two Cantilever Beams 113 on beam 111 and this second cross beam 112, this two Cantilever Beams 113 is separately fixed at first crossbeam 111 and second
The two ends of crossbeam 112, form rectangular box structure.Wherein, this first crossbeam 111, this second cross beam 112 and this two Cantilever Beams
113 can be all using I-steel, and the bottom flap of first crossbeam 111 and second cross beam 112 is positioned on floor construction 20, and two encorbelment
The bottom flap of beam 113 is positioned on first crossbeam 111 and the top wing plate of second cross beam 112 and using welding or bolt connection
Mode be fixed.In the form of first crossbeam 111 and second cross beam 112 are supported on the bottom of two Cantilever Beams 113, permissible
Slow down Cantilever Beams 113 encorbelment construction when impact to floor construction 20, protect floor construction.Between two cantilever beams 113
On one crossbeam 111 and second cross beam 112, steel plate or template can also be set, be easy to personnel trample current.
First crossbeam 111 is be arranged in parallel with second cross beam 112, and first crossbeam 111 is fixed on floor construction 20, and second is horizontal
Beam 112 be held on floor construction 20 near treating on the side of stop layers position, that is, second cross beam 112 is along the one of floor construction 20
Side sidepiece setting.And the spacing between first crossbeam 111 and second cross beam 112 is c, c gos deep into floor construction for platform skeleton
Length, avoid the beam of floor construction while satisfaction not less than 1 meter according to practical structures situation, be anchored on floor construction.
In the present embodiment, it is anchored structure using two groups between first crossbeam 111 and floor construction 20 to be anchored, two groups
It is anchored structure and is respectively arranged on the end positions of first crossbeam 111, to guarantee that first crossbeam 111 and floor construction 20 anchor firmly.
Every group is anchored structure and is made up of one first anchoring part 141, one second anchoring part 142 and a perforate cover plate 143 further.Wherein,
This first anchoring part 141 and this second anchoring part 142 are anchored on floor construction 20 and bear against in first crossbeam 111 two
Side, perforate cover plate 143 offers two on the top of the top wing plate of first crossbeam 111, perforate cover plate 143 and corresponds to respectively
In two perforates of this first anchoring part 141 and this second anchoring part 142, the first anchoring part 141 and the second anchoring part 142 wear simultaneously
It is fixed in two perforates of perforate cover plate 143, realize the anchoring of first crossbeam 111 and floor construction 20.This first anchoring part 141
Can be crab-bolt with this second anchoring part 142, be anchored on floor construction 20, and coordinate double nut to be fixedly connected first crossbeam
111 and perforate cover plate 143.
The first end of two Cantilever Beams 113 is fixed on first crossbeam 111, and the second end of two Cantilever Beams 113 is fixed on second
On crossbeam 112.Further, the second end in two Cantilever Beams 113 is provided with and hangs to the outside extension of floor construction 20 is encorbelmented two
Choose arm 114, two encorbelment arm 114 correspondingly on the second end of two Cantilever Beams 113, can be using welding or bolted
Mode, to fix Cantilever Beams 113 and arm 114 of encorbelmenting, may also be employed Cantilever Beams 113 and the integrally formed mode of arm 114 of encorbelmenting, with
Strengthen the strength and stability of encorbelmenting of arm 114 of encorbelmenting.
Lower support structure 13 includes being fixed on two support beams 131 of encorbelmenting encorbelmenting between arm 114, and two encorbelment arm 114
Flush with this support beam 131 top surface of encorbelmenting, form platform face, stop layers platform 11 is laid and is fixed on this platform face
On, can adopt in welded or bolted way stop layers platform 11 and two are encorbelmented with arm 114 and this support beam 131 of encorbelmenting carry out solid
Fixed, stop layers platform 11 is steadily securely fixed in the outside of corresponding floor construction, as material elevator vertical transport
Carry out flooring stop layers in construction to use.
This stop layers platform 12 can be landing slab, using the checkered steel plate that 4mm is thick, length=a, width=b.Wherein, a conduct
Cantilever span, requires to determine according to building structure facade and material elevator sustaining wall, reduces cantilever span a to improve safety as far as possible
Property；B as the width of stop layers platform 12, the generally equal to width of the material elevator cage of selection, to support material elevator
Stop layers during the vertical transport of cage.Refering to shown in Fig. 1, d is part I-steel spacing of encorbelmenting, that is, be fixed on arm of encorbelmenting
The many spacing encorbelmented between support beam 131 on 114, this spacing≤150mm, and quantity ＞ of support beam 131 of encorbelmenting are encorbelmented
Length/150 (a/150).Corresponding stop layers platform 12, can encorbelment arm 114 two and completely spread and fixing with the bottom of support beam 131 of encorbelmenting
One layer of bottom steel plate, strengthens the integral rigidity of stop layers platform.
This utility model material elevator stop layers platform structure passes through anchored platform skeleton on floor construction, recycles bottom
Stop layers platform is fixed on platform skeleton portion's supporting construction, so that stop layers platform is encorbelmented in the outside of floor construction, carries for material
Rise in the construction of machine hanging basket vertical transport and carry out flooring stop layers, replace traditional console scaffold, and outer protective frame need not be set up, no
Only save cost and improve safety, have can be revolving for canalization stop layers platform, embodies green construction, can simultaneously
Save protective frame and set up expense, have significantly economic and social benefit.
Above in association with drawings and Examples, this utility model is described in detail, those skilled in the art can
According to the above description this utility model is made with many variations example.Thus, some details in embodiment should not be constituted to this reality
With new restriction, this utility model is by the scope being defined using appended claims as protection domain of the present utility model.
Claims (8)
1. a kind of material elevator stop layers platform structure it is characterised in that：Including the platform skeleton being anchored on floor construction and
Encorbelment the stop layers platform outside floor construction, the bottom of described stop layers platform installs to be fixed on the bottom of described platform skeleton and prop up
Support structure.
2. material elevator stop layers platform structure as claimed in claim 1 it is characterised in that：Described platform skeleton includes first
Crossbeam, second cross beam and be fixed on the Cantilever Beams on described first crossbeam and described second cross beam.
3. material elevator stop layers platform structure as claimed in claim 2 it is characterised in that：Described first crossbeam is fixed on building
On hardened structure, described second cross beam is held on the close of floor construction and treats on the side of stop layers position, and the first of described Cantilever Beams
End is fixed on described first crossbeam, and the second end of described Cantilever Beams is fixed on described second cross beam, and described Cantilever Beams
Second end is provided with the arm of encorbelmenting extending to outside floor construction.
4. material elevator stop layers platform structure as claimed in claim 3 it is characterised in that：Described lower support structure includes
Encorbelment described in being fixed on the support beam of encorbelmenting of arm, described arm of encorbelmenting is flushed with described support top surface of the beam of encorbelmenting, and forms platform
Face；Described stop layers platform is laid and is fixed on described platform face.
5. material elevator stop layers platform structure as claimed in claim 4 it is characterised in that：Described stop layers platform is platform
Plate.
6. material elevator stop layers platform structure as claimed in claim 4 it is characterised in that：Described first crossbeam and described
Two crossbeams are provided with two described Cantilever Beams, and the second end of two described Cantilever Beams is formed with described in two arm of encorbelmenting, two institutes
State the hanging basket width that the spacing encorbelmenting between arm adapts to treat the material elevator of stop layers.
7. material elevator stop layers platform structure as claimed in claim 3 it is characterised in that：The both sides of described first crossbeam set
There are the first anchoring part being anchored on floor construction and the second anchoring part, the top of described first crossbeam is provided with perforate cover plate, institute
State the first anchoring part and described second anchoring part wears and is fixed in the perforate on described perforate cover plate.
8. material elevator stop layers platform structure as claimed in claim 3 it is characterised in that：Described first crossbeam and described the
Spacing between two crossbeams is more than or equal to 1m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620945499.8U CN205976515U (en) | 2016-08-26 | 2016-08-26 | Material hoist stops a layer platform structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620945499.8U CN205976515U (en) | 2016-08-26 | 2016-08-26 | Material hoist stops a layer platform structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976515U true CN205976515U (en) | 2017-02-22 |
Family
ID=58036414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620945499.8U Expired - Fee Related CN205976515U (en) | 2016-08-26 | 2016-08-26 | Material hoist stops a layer platform structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976515U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110606435A (en) * | 2019-10-17 | 2019-12-24 | 中铁建工集团有限公司 | Be suitable for reverse construction method to get soil mouthful and pass suspension type electric hoist for material |
-
2016
- 2016-08-26 CN CN201620945499.8U patent/CN205976515U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110606435A (en) * | 2019-10-17 | 2019-12-24 | 中铁建工集团有限公司 | Be suitable for reverse construction method to get soil mouthful and pass suspension type electric hoist for material |
| CN110606435B (en) * | 2019-10-17 | 2024-05-14 | 中铁建工集团有限公司 | Suspension type electric hoist suitable for reverse construction method soil taking port transferring materials |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |