CN206521180U - A kind of hoistway of counterweightless channel-section steel - Google Patents
A kind of hoistway of counterweightless channel-section steel Download PDFInfo
- Publication number
- CN206521180U CN206521180U CN201720185383.3U CN201720185383U CN206521180U CN 206521180 U CN206521180 U CN 206521180U CN 201720185383 U CN201720185383 U CN 201720185383U CN 206521180 U CN206521180 U CN 206521180U
- Authority
- CN
- China
- Prior art keywords
- main frame
- spandrel girder
- channel
- hoistway
- frame spandrel
- 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
Links
Abstract
A kind of hoistway of counterweightless channel-section steel, belonging to has machine room elevator technical field, technical problem to be solved be to provide it is a kind of can also be realized without counterweight channel-section steel rope hitch plate arrangement hoistway, the technical scheme used：A kind of hoistway of counterweightless channel-section steel, first main frame spandrel girder, the second main frame spandrel girder are H profile steel, and the beam body, the beam body of the second main frame spandrel girder in the first main frame spandrel girder are interval with multiple reinforcements for being used to improve beam body intensity, rope hitch plate is fixed with the upper end of the first main frame spandrel girder, the utility model is applied to have machine room elevator.
Description
Technical field
A kind of hoistway of counterweightless channel-section steel, belonging to has machine room elevator technical field.
Background technology
There is a machine room elevator existing, counterweight-side rope hitch plate hoistway arrangement is propped up typically by two channel members
Support, then one piece of rope hitch plate is directly welded or is screwed on support channel member, as shown in Figure 1.I.e. in computer room counterweight one
Two auxiliary channel members are set up in side wall body and put rope hitch plate as support, then on auxiliary channel member, when the side wall of computer room counterweight one
Two auxiliary channel-section steels are set up in body, just need to borehole hole is pre-buried tamps in the wall of computer room counterweight side, and hoistway structure is due to one
As taken care of oneself by user, in-site installation control in bad order, cause reserving hole in advance do not reserve or computer room wall construction do not permit
Perhaps reserve, computer room top is that house crossbeam does not allow to be destroyed, and causes the auxiliary channel member that need to be set up nowhere to put forth effort nowhere to fix.
Utility model content
Technical problem to be solved in the utility model, which is to provide one kind, can also realize that rope hitch plate is arranged without counterweight channel-section steel
Hoistway.
In order to solve the above technical problems, the technical scheme that the utility model is used：A kind of hoistway of counterweightless channel-section steel, the
One main frame spandrel girder, the second main frame spandrel girder are H profile steel, and beam body in the first main frame spandrel girder, the second main frame load-bearing
The beam body of beam is interval with multiple reinforcements for being used to improve beam body intensity, is fixed with the upper end of the first main frame spandrel girder
Rope hitch plate.
Beam body, the beam body of second main frame spandrel girder of the reinforcement in the way of full weld with the first main frame spandrel girder are fixed
Connection；
The rope hitch plate is fixedly connected in the way of full weld with the first main frame spandrel girder upper end.
Compared to the prior art the utility model has the advantage that：First main frame spandrel girder of the present utility model,
Two main frame spandrel girders substitute existing I-steel by using the more preferable H profile steel of intensity, and in the first main frame spandrel girder, the second master
Machine spandrel girder is all provided with being improved the reinforcement of intensity, and then rope hitch plate is welded on to the upper end of the first main frame spandrel girder, and not
It is welded on counterweight channel-section steel of the prior art, the hoistway arrangement of this counterweightless channel-section steel, installation can either be met and made
With demand, while also without in counterweight-side wall advance reservation hole, requiring also low to civil engineering and cost being relatively low, during installation
It is more succinct convenient.
Brief description of the drawings
Fig. 1 is the hoistway horizontal layout schematic diagram for having counterweight channel-section steel in the prior art.
Fig. 2 is the hoistway horizontal layout schematic diagram of the utility model counterweightless channel-section steel.
In figure, 1 is the first main frame spandrel girder, and 2 be the second main frame spandrel girder, and 3 be rope hitch plate, and 4 be counterweight channel-section steel, and 5 be to add
Strengthening tendons.
Embodiment
As shown in Fig. 2 a kind of hoistway of counterweightless channel-section steel, the first main frame spandrel girder 1, the second main frame spandrel girder 2 are H types
Steel, and beam body, the beam body of the second main frame spandrel girder 2 in the first main frame spandrel girder 1 be interval with and multiple be used to improve beam body
The reinforcement 5 of intensity, rope hitch plate 3 is fixed with the upper end of the first main frame spandrel girder 1.
Beam body, the beam body of second main frame spandrel girder 2 of the reinforcement 5 in the way of full weld with the first main frame spandrel girder 1
It is fixedly connected；
The rope hitch plate 3 is fixedly connected in the way of full weld with the upper end of the first main frame spandrel girder 1.
The first main frame spandrel girder 1, the mounting means of the second main frame spandrel girder are compared with technology.
The counterweight channel-section steel 4 of the installation site of the rope hitch plate 3 from the prior art changes into the first main frame spandrel girder 1, but
It is that rope hitch plate 3 is roughly the same with prior art in the installation position of hoistway.Improvements of the present utility model, which are that, to be subtracted
Counterweight channel-section steel 4, and rope hitch plate 3 is installed on the first main frame spandrel girder 1, as arrangement and the prior art phase of the other parts of hoistway
Together.
Above-described embodiment is the explanation to the utility model structure and unrestricted, is not departing from the utility model principle premise
Lower made deformation is also within protection domain of the present utility model.
Claims (2)
1. a kind of hoistway of counterweightless channel-section steel, it is characterised in that：First main frame spandrel girder, the second main frame spandrel girder are H profile steel,
And the beam body, the beam body of the second main frame spandrel girder in the first main frame spandrel girder are interval with multiple for improving beam body intensity
Reinforcement, rope hitch plate is fixed with the upper end of the first main frame spandrel girder.
2. a kind of hoistway of counterweightless channel-section steel according to claim 1, it is characterised in that：The reinforcement is with the side of full weld
Formula is fixedly connected with the beam body of the first main frame spandrel girder, the beam body of the second main frame spandrel girder；
The rope hitch plate is fixedly connected in the way of full weld with the first main frame spandrel girder upper end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720185383.3U CN206521180U (en) | 2017-02-28 | 2017-02-28 | A kind of hoistway of counterweightless channel-section steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720185383.3U CN206521180U (en) | 2017-02-28 | 2017-02-28 | A kind of hoistway of counterweightless channel-section steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206521180U true CN206521180U (en) | 2017-09-26 |
Family
ID=59892023
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720185383.3U Expired - Fee Related CN206521180U (en) | 2017-02-28 | 2017-02-28 | A kind of hoistway of counterweightless channel-section steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206521180U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109110619A (en) * | 2018-10-31 | 2019-01-01 | 布劳恩电梯有限公司 | Semicircular sightseeing ladder upper and lower cover with stainless steel wrapping |
-
2017
- 2017-02-28 CN CN201720185383.3U patent/CN206521180U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109110619A (en) * | 2018-10-31 | 2019-01-01 | 布劳恩电梯有限公司 | Semicircular sightseeing ladder upper and lower cover with stainless steel wrapping |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103195256A (en) | Hanging column type steel structure jig frame construction method | |
| CN206521180U (en) | A kind of hoistway of counterweightless channel-section steel | |
| CN203475602U (en) | Inclined strut conversion structure applied to high-rise buildings | |
| CN105347142B (en) | A kind of building hoist is mounted on the threading installation method on basement roof | |
| CN205024843U (en) | Joint construction of prestressing force hollow floor and H shaped steel roof beam | |
| CN201433588Y (en) | Silo roof steel beam slip-form falling back device | |
| CN203229294U (en) | Integrated lift bearing beam | |
| CN203359727U (en) | Construction elevator wall-attaching support | |
| CN205444889U (en) | Support arrangement for horizontal prefabricated component | |
| CN205558308U (en) | Integrated form platform of unloading | |
| CN210032227U (en) | Prefabricated wallboard and composite beam connected node | |
| CN203568647U (en) | Novel machine-room-free elevator load bearing structure | |
| CN108086481A (en) | A kind of metro depot upper cover Estate Development Self-resetting integral structure and method | |
| CN204225503U (en) | Large span steel truss high altitude bulk conversion beam moulding bed | |
| CN204897100U (en) | No computer lab car fag end seat | |
| CN208980118U (en) | A kind of machine-roomless lift rope head fixing device | |
| CN206955417U (en) | A kind of tractor stand | |
| CN202809639U (en) | Steel girder foundation of construction elevator | |
| CN205387413U (en) | Home use elevator spandrel girder device | |
| CN106522531A (en) | Ring lock scaffold opening portion bracket supporting system | |
| CN106180274A (en) | A kind of weldering frame I-beam leveling apparatus | |
| CN206553032U (en) | A kind of traction system layout of machine-roomless lift | |
| CN205804694U (en) | Refuge story wall limb structure in Super High apartment | |
| CN205953281U (en) | Including girder construction under elevator of sedan -chair return pulley | |
| CN206971735U (en) | Basic platform for cantilevered structure formwork |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170926 Termination date: 20210228 |