CN206034874U - Elevator shaft combined type integral lifting operation platform - Google Patents
Elevator shaft combined type integral lifting operation platform Download PDFInfo
- Publication number
- CN206034874U CN206034874U CN201620606910.9U CN201620606910U CN206034874U CN 206034874 U CN206034874 U CN 206034874U CN 201620606910 U CN201620606910 U CN 201620606910U CN 206034874 U CN206034874 U CN 206034874U
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- platform
- stull
- panel
- lifting operation
- steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 53
- 239000010959 steel Substances 0.000 claims abstract description 53
- 238000003466 welding Methods 0.000 claims abstract description 8
- 239000000725 suspension Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 description 3
- 210000003141 lower extremity Anatomy 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to an elevator shaft combination formula whole lifting operation platform, this platform includes frame (1), panel (2), landing leg (3), handling frame (4), frame (1) includes one assists and props (13), a pair of isometric stull (11) and a pair of isometric stull (12), stull (11) with stull (12) weld one rectangle frame, assist and prop (13) welding in the middle part of rectangle frame, and with stull (12) parallel; the panel (2) is welded on the frame (1); the number of the supporting legs (3) is four, the cross brace (11) is a hollow piece, and the supporting legs (3) can be inserted into the cross brace (11); the operation frame (4) is arranged on the panel (2) and is formed by connecting and building a plurality of steel pipes through pipe fittings. The platform is flexible and convenient to use, high in construction speed, good in overall stability and capable of being repeatedly used, the use of surrounding materials such as steel pipe fasteners is reduced, and the cost is saved.
Description
Technical field
This utility model is related to construction of lift well field of tool, especially elevator combination type entirety of the surrounding for masonry wall
Lifting operation platform.
Background technology
As the continuous development of Building Trade in China, industry competition are increasingly fierce, cost efficiency becomes enterprise in charge of construction most
One of main survival and development theory.Traditional elevator console model crosshead, sets up installing/dismounting cumbersome time-consuming；Steel pipe
The periphery material such as fastener usage amount is big, and waste of material is serious, and scaffolding height is low compared with high safety factor.And elevator conventional at present
Overall lifting operation frame has two kinds.A kind of is triangle crosshead, and this kind of construction method scope of application is little, is only applicable to four sides main
For the elevator of shear wall, and shear wall built-in fitting is more, it is relatively complicated to construct, such as Chinese patent, Application No.
201520871057.9, employing is exactly such structure.Another kind of is steel platform crosshead, and this kind of construction method need to be in periphery
Reserved opening on beam, later stage hole patch work amount is big and has certain impact on the structural integrity safety of beam, props up during lifting
Lower limb pulls and pushes more difficulty, and construction is inconvenient, such as Chinese patent, Application No. 201520381539.6, and employing is exactly such knot
Structure.
In addition, such as Chinese patent, Application No. 201520880856.2, using suspension ring plus the structure of force rod, the structure
Gravity used is undertaken by four suspension ring, and safety coefficient is not high.
The content of the invention
In order to solve the problems referred to above of prior art presence, the utility model proposes a kind of elevator combination type is integrally carried
Lift operations platform, which has simple structure, easy to use, the advantages of safety coefficient is high.
This utility model solves the scheme of its technical problem employing：The platform includes framework, panel, supporting leg, crosshead,
The framework includes that the isometric perpendicular support of an auxiliary support, a pair isometric stulls and a pair, the stull and the perpendicular support are welded into
One rectangle frame, the auxiliary support are welded on the middle part of the rectangle frame, and parallel with the perpendicular support；The panel is welded on described
Above framework；The supporting leg has four, and the stull is a hollow, and the supporting leg can be inserted in the stull；The operation
Erection is placed on panel, is built by pipe fitting connection by some steel pipes.
The further technical scheme of this utility model is：The stull is a rectangular steel tube, and the rectangular steel tube is by two
Isometric channel-section steel butt welding is formed.
The further technical scheme of this utility model is：The perpendicular support is made by I-steel.
The further technical scheme of this utility model is：The panel is made up of checkered steel plate, and the thickness of checkered steel plate is
4mm。
The further technical scheme of this utility model is：Four suspension ring are additionally provided with the platform, for the liter of platform
Drop.
The further technical scheme of this utility model is：Anti- sideslip part is provided with the supporting leg, positioned at the following table of supporting leg
Face.
The beneficial effects of the utility model are as follows：Using flexible, convenient, speed of application it is fast, monolithic stability is good, repeatable profit
With reducing the use of steel tube fastener isoperimetric material, saved project cost, improve project construction efficiency and progress, increased
Development while company's benefit to accelerating city has certain effect.
Description of the drawings
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or accompanying drawing to be used is briefly described needed for description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, in the premise for not paying creative work
Under, can be with according to these other accompanying drawings of accompanying drawings acquisition.
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of framework；
Fig. 3 is use state figure；
1, framework in figure；2nd, panel；3rd, supporting leg；4th, crosshead；5th, hoistway wall；6th, suspension ring；11st, stull；12nd, erect support；
13rd, auxiliary support；31st, anti-sideslip part.
Specific embodiment
For making the purpose of this utility model, technical scheme and advantage clearer, below will be to technology of the present utility model
Scheme is described in detail.Obviously, described embodiment is only a part of embodiment of this utility model, rather than all
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not before creative work is made
All other embodiment obtained by putting, belongs to the scope protected by this utility model.
A kind of elevator combination type entirety lifting operation platform, as shown in Figure 1, the platform includes framework 1, panel 2, props up
Lower limb 3, crosshead 4, as shown in Figure 2, the framework 1 include one it is auxiliary support 13, a pair isometric stulls 11 and a pair it is isometric
Perpendicular support 12, the stull 11 and the perpendicular support 12 are welded into a rectangle frame, and the auxiliary support 13 is welded in the rectangle frame
Portion, and it is parallel with the perpendicular support 12；The panel 2 is welded on above the framework 1；The supporting leg 3 has four, the stull 11
For a hollow, the supporting leg 3 is can be inserted in the stull 11；The crosshead 4 is arranged on panel 2, is led to by some steel pipes
Cross pipe fitting connection to build.
The stull 11 is a rectangular steel tube, and the rectangular steel tube formed by two isometric channel-section steel butt welding.The perpendicular support
12 are made by I-steel.The panel 2 is made up of checkered steel plate, and the thickness of checkered steel plate is 4mm.Also set on the platform
Four suspension ring 6 are equipped with, for the lifting of platform.Anti- sideslip part 31 is provided with the supporting leg 3, positioned at the lower surface of supporting leg 3.
Embodiment one
A kind of elevator combination type entirety lifting operation platform, the perpendicular support 12 are made up of 2 I16 I-steel, the horizontal stroke
Support 11 is by two pairs16 channel-section steels are made, and the auxiliary support 13 is by 114 channel-section steels, the panel 2 are made up of 4mm checkered steel plates, described
Supporting leg 3 has 4, and using the long I14 I-steel of 900mm, at the supporting leg 3 and hoistway inwall, lower end adopts L100*8, long 100mm angles
Ferrum firm welding, prevents girder sideslip of encorbelmenting.The crosshead 4 adopts Φ 48mm × 3.0mm steel pipes.
First, platform size is determined according to lift shaft dimensions, platform is 100mm away from the borehole wall.By 416 channel-section steels are divided to two groups
Butt welding is carried out, 160mm*128mm rectangular openings is formed and is easy to I14 I-shapeds steel leg 3 to insert.Then 2 I16 I-steel are existed respectivelyWeld to form rectangle frame in 16 channel-section steel two ends.Welding one is parallel with I16 I-steel in the middle of the platform framework 114 channel-section steels are made
Supplemented by support 13, strengthen platform and bear the ability from top support body load.Commissure anomaly edge of table 500mm of 16 channel-section steel butt welding
In the range of fixed with steel plate full weld.Panel 2 is firm with 1 full weld of platform framework using 4mm thickness checkered steel plates.The steel made is put down
Platform removing surface is clean, brush red lead anti-corrosive paint twice.
Platform is installed and used, during use, it is ensured that periphery beam slab concrete strength reaches certain intensity.Steel is put down by tower crane
Platform Integral lifting (by the lifting of 6 four points of suspension ring) then penetrates I14 I-steel to construction of lift well position and liftoff 500mm
Steadily fall after lower limb 3, it is ensured that I14 I-shapeds steel leg 3 is firm to be shelved on periphery beam slab.Crosshead 4 is set up in steel platform,
Support body is set up using Φ 48mm × 3.0mm steel pipes.Scaffolding height is 1.5 layers, and support body vertical pole's span and step pitch are according to actual hoistway
Size and platform size design depending on and must meet support body stability under loading calculating.The lifting of operating platform, elevator be promoted to by
Layer is lifted, and is in one layer below construction layer；Elevator hoistways constructing operation frame 4 should first will be platform upper crosshead 4 whole when being lifted
Body is removed, and is then hung platform with tower crane and is up lifted, and when 500mm height from the ground is promoted to, manually extracts I14 I-shapeds
Steel leg 3；Steel platform is continued slowly up to be lifted with tower crane, when platform is promoted to last layer aspect high 500mm, manually helped
I14 I-shapeds steel leg 3 is penetrated after just tending towards stability.Tower crane hangs steel platform and slowly falls, until I14 I-shapeds steel leg 3 is steady
Tear lifting steel wire rope when being shelved on the beam slab of both sides open.Upper operating frame 4 is hoisted to be fixed on platform.Tissue is checked and accepted, and is closed
Allow to use after lattice.
The above, specific embodiment only of the present utility model, but protection domain of the present utility model do not limit to
In this, any those familiar with the art can readily occur in change in the technical scope that this utility model is disclosed
Or replace, should all cover within protection domain of the present utility model.Therefore, protection domain of the present utility model should be with the power
The protection domain that profit is required is defined.
Claims (6)
1. a kind of elevator combination type entirety lifting operation platform, it is characterised in that：The platform include framework (1), panel (2),
Supporting leg (3), crosshead (4), described framework (1) include that one auxiliary support (13), a pair isometric stulls (11) and a pair are isometric
Perpendicular support (12), stull (11) and the perpendicular support (12) are welded into a rectangle frame, and auxiliary support (13) are welded on the square
The middle part of shape frame, and it is parallel with perpendicular support (12)；Panel (2) are welded on the framework (1) above；Supporting leg (3)
There are four, described stull (11) are a hollow, and described supporting leg (3) are can be inserted in stull (11)；Crosshead (4) set
It is placed on panel (2), is built by pipe fitting connection by some steel pipes.
2. elevator combination type according to claim 1 entirety lifting operation platform, it is characterised in that：Stull (11)
For a rectangular steel tube, the rectangular steel tube is formed by two isometric channel-section steel butt welding.
3. elevator combination type according to claim 1 entirety lifting operation platform, it is characterised in that：Perpendicular support (12)
It is made by I-steel.
4. elevator combination type according to claim 1 entirety lifting operation platform, it is characterised in that：Panel (2)
It is made up of checkered steel plate, the thickness of checkered steel plate is 4mm.
5. elevator combination type according to claim 1 entirety lifting operation platform, it is characterised in that：On the platform also
Four suspension ring (6) are provided with, for the lifting of platform.
6. elevator combination type according to claim 1 entirety lifting operation platform, it is characterised in that：Supporting leg (3)
On be provided with anti-sideslip part (31), positioned at the lower surface of supporting leg (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620606910.9U CN206034874U (en) | 2016-06-20 | 2016-06-20 | Elevator shaft combined type integral lifting operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620606910.9U CN206034874U (en) | 2016-06-20 | 2016-06-20 | Elevator shaft combined type integral lifting operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034874U true CN206034874U (en) | 2017-03-22 |
Family
ID=58312883
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620606910.9U Expired - Fee Related CN206034874U (en) | 2016-06-20 | 2016-06-20 | Elevator shaft combined type integral lifting operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034874U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105952129A (en) * | 2016-06-20 | 2016-09-21 | 中国建筑第二工程局有限公司 | Elevator shaft combined type integral lifting operation platform and construction method thereof |
-
2016
- 2016-06-20 CN CN201620606910.9U patent/CN206034874U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105952129A (en) * | 2016-06-20 | 2016-09-21 | 中国建筑第二工程局有限公司 | Elevator shaft combined type integral lifting operation platform and construction method thereof |
| CN105952129B (en) * | 2016-06-20 | 2018-09-28 | 中国建筑第二工程局有限公司 | Elevator shaft combined type integral lifting operation platform and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170322 Termination date: 20180620 |