CN206034874U - Elevartor shaft combination formula integrally lift up operation platform - Google Patents

Elevartor shaft combination formula integrally lift up operation platform Download PDF

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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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CN
China
Prior art keywords
platform
stull
steel
panel
support
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.)
Expired - Fee Related
Application number
CN201620606910.9U
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Chinese (zh)
Inventor
陈纪诚
刘强
杨万须
罗艺
卢远刚
程凯
邓强
陈鹏
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China Construction Second Engineering Bureau Co Ltd
Original Assignee
China Construction Second Engineering Bureau 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 China Construction Second Engineering Bureau Co Ltd filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN201620606910.9U priority Critical patent/CN206034874U/en
Application granted granted Critical
Publication of CN206034874U publication Critical patent/CN206034874U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to an elevartor shaft combination formula integrally lift up operation platform, this platform include frame (1), panel (2), landing leg (3), handling frame (4), (13), a pair of isometric stull (11) and a pair of isometric vertical support (12) are propped including assistance in frame (1), stull (11) and a rectangle frame is welded into in vertical support (12), the assistance is propped (13) welding and is in the middle part of rectangle frame, and with vertical support (12) parallel, panel (2) welding is in above frame (1), landing leg (3) have four, stull (11) are a cavity piece, landing leg (3) can insert in stull (11), handling frame (4) set up on panel (2), are built through pipe connections by a plurality of steel pipes to form. But this platform uses in a flexible way, convenient, fast, the good reuse of monolithic stability of construction speed, reduces the use of steel tubes clamps isoperimetric material, has practiced thrift the cost.

Description

A kind of elevator combination type entirety lifting operation platform
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).
CN201620606910.9U 2016-06-20 2016-06-20 Elevartor shaft combination formula integrally lift up operation platform Expired - Fee Related CN206034874U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620606910.9U CN206034874U (en) 2016-06-20 2016-06-20 Elevartor shaft combination formula integrally lift up operation platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620606910.9U CN206034874U (en) 2016-06-20 2016-06-20 Elevartor shaft combination formula integrally lift up operation platform

Publications (1)

Publication Number Publication Date
CN206034874U true CN206034874U (en) 2017-03-22

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620606910.9U Expired - Fee Related CN206034874U (en) 2016-06-20 2016-06-20 Elevartor shaft combination formula integrally lift up operation platform

Country Status (1)

Country Link
CN (1) CN206034874U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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 operating platform and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
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 operating 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 A kind of elevator combined type entirety lifting operation platform and its construction method

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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