CN209723569U - A kind of hoistway operation platform - Google Patents
A kind of hoistway operation platform Download PDFInfo
- Publication number
- CN209723569U CN209723569U CN201920315957.3U CN201920315957U CN209723569U CN 209723569 U CN209723569 U CN 209723569U CN 201920315957 U CN201920315957 U CN 201920315957U CN 209723569 U CN209723569 U CN 209723569U
- Authority
- CN
- China
- Prior art keywords
- pull ring
- limit
- operation platform
- steel
- hoistway operation
- 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.)
- Active
Links
Landscapes
- Types And Forms Of Lifts (AREA)
Abstract
The utility model discloses a kind of hoistway operation platforms, and hole to be provided is arranged on concrete walls, Special supporting device are inserted into hole to be provided, station is placed on Special supporting device;Station includes platform floor and hanging ring, and hanging ring is arranged on platform floor;Special supporting device includes support ontology, limit pull ring and limit bolt;Support the fixed limit pull ring in the side of ontology, limit bolt insertion limit pull ring.The elevator shaft stage+module of the utility model is easy, quick;It solves and sets up scaffold in elevator from bottom to top and cause material, artificial, waste of time;Reduce and brings security risk because of erecting scaffold;Energy conservation and environmental protection.
Description
Technical field
The utility model relates to a kind of hoistway operation platforms.
Background technique
In high-building construction, elevator shaft generallys use the mode for setting up steel pipe scaffold from bottom to top, carries out flat
Setting up for platform is closed with hoistway.Using such method, material, time, artificial waste are caused;Set up landing stage of scaffold progress
Elevator shaft reinforced concrete wall template construction, construction quality are poor;It not can be carried out effective closing to elevator shaft, have very big
Security risk may cause template, components, coagulation civil engineering slag etc. and fall in elevator shaft, causes serious consequence and damage
It loses.
This patent combination high-rise building elevator shaft construction characteristic, using Special electric stair shaft dedicated platform installation method, section
The materials such as steel pipe, artificial and time are saved, hoistway operation platform is firm, ensure that elevator shaft wall form compared with limits
Construction quality.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of hoistway operation platform.
The purpose of this utility model is achieved through the following technical solutions:
A kind of hoistway operation platform, is arranged hole to be provided on concrete walls, and Special supporting device is inserted into hole to be provided, behaviour
It is placed on Special supporting device as platform;
Station includes platform floor and hanging ring, and hanging ring is arranged on platform floor;
Special supporting device includes support ontology, limit pull ring and limit bolt;The fixed limit in the side of ontology is supported to draw
Ring, limit bolt insertion limit pull ring.
It is preferred that platform floor includes 6mm steel plate and 8# channel steel.
It is preferred that 8# channel steel includes translot steel and cannelure steel, the quantity of 6mm steel plate is 4, the side of 6mm steel plate
8# channel steel is arranged in edge.
It is preferred that the middle part welding hanging ring of every 6mm steel plate.
It is preferred that support ontology is 18# I-steel.
It is preferred that limit pull ring includes the first limit pull ring and the second limit pull ring;First limit pull ring and the
Two limit pull rings are arranged in parallel in the side of support ontology.
It is preferred that limit bolt is one section of steel pipe.
It is preferred that supporting the length of ontology is 120mm-600mm.
It is preferred that a station is correspondingly arranged at least four Special supporting device, the two sides of station are respectively extremely
2 Special supporting devices are set less, and the spacing between the Special supporting device of station the same side cannot be less than 200mm.
The beneficial effects of the utility model are: the elevator shaft stage+module of the utility model is easy, quick;Solves electricity
Scaffold is set up in stair shaft from bottom to top and causes material, artificial, waste of time;Reduce and brings peace because of erecting scaffold
Full hidden danger;Green, environmental protection, energy conservation are recycled recycling, can smelt regeneration.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model;
Fig. 2 is operating platform schematic diagram;
Fig. 3 is Special supporting device schematic diagram;
In figure, 1- concrete walls, 2- station, 2.1- platform floor, 2.2-8# channel steel, 2.3- hanging ring, 3- Special support
Device, 3.1-18# I-steel, 3.2- limit bolt, 3.3- first limit pull ring, and 3.4- second limits pull ring.
Specific embodiment
The technical solution of the utility model, but the protection scope of the utility model are described in further detail with reference to the accompanying drawing
It is not limited to as described below.
As shown in Figure 1-Figure 3, a kind of hoistway operation platform, is arranged hole to be provided on concrete walls 1, Special support is filled
3 insertion hole to be provided are set, station 2 is placed on Special supporting device 3;
Station 2 includes platform floor 2.1 and hanging ring 2.3, and hanging ring 2.3 is arranged on platform floor 2.1;
Special supporting device 3 includes support ontology, limit pull ring and limit bolt 3.2;Support the fixed limit in the side of ontology
Position pull ring, the insertion limit pull ring of limit bolt 3.2, prevents support ontology from crashing into hoistway.The utility model is especially suitable for high level
Construction.
In a preferred embodiment, as shown in Fig. 2, platform floor 2.1 includes 6mm steel plate and 8# channel steel 2.2.
In a preferred embodiment, 8# channel steel 2.2 includes translot steel and cannelure steel, and the quantity of 6mm steel plate is 4,6mm
8# channel steel 2.2 is arranged in edges of plate.
In a preferred embodiment, the middle part welding hanging ring 2.3 of every 6mm steel plate.
In a preferred embodiment, support ontology is 18# I-steel 3.1.
In a preferred embodiment, as shown in figure 3, limit pull ring includes that the first limit pull ring 3.3 and the second limit are drawn
Ring 3.4;First limit pull ring 3.3 and the second limit pull ring 3.4 are arranged in parallel in the side of support ontology.
In a preferred embodiment, limit bolt 3.2 is one section of steel pipe.
In a preferred embodiment, the length for supporting ontology is 120mm-600mm.
In a preferred embodiment, a station 2 is correspondingly arranged at least four Special supporting device 3, station 2
Two sides are respectively provided at least 2 Special supporting devices 3, and the spacing between the Special supporting device 3 of 2 the same side of station must not be small
In 200mm.It is usually no more than 2000mm.
A kind of hoistway operation stage+module method:
Step 1: preparation, preparation manipulation platform 2 and Special supporting device 3;
Hoistway operation platform 2 is formed using 8# channel steel 2.2 and 6mm steel plate processing and fabricating, and 8# channel steel 2.2 is used as main joist,
6mm steel plate face welds 4 18 hanging rings 2.3 of diameter phi, is easy to lift, and 2 size of station is every by being placed in elevator
While, in order to reach totally enclosed effect, placing flitch in gap, preferred cross-sections are 150mm*150mm's there are the gap 40mm
Flitch;
2 idler wheels of installation are respectively set in the every side of hoistway operation platform 2, avoid the direct collision elevator shaft in lifting process
Metope;
Special supporting device 3 comprising 18# I-steel 3.1 (the high wide 94mm* abdominal depth 6.5mm of 180mm* leg) (18# I-shaped
The a length of 500mm of steel 3.1), diameter phi 14 limits pull ring and a length of 600mm steel pipe limit bolt 3.2;
Step 2: in the hole to be provided of elevator hoistway opposite sides install Special supporting device 3, reserved opening having a size of
150mm*200mm;
Step 3: hoistway operation platform 2 is placed on Special supporting device 3 using tower crane.Preferably, installation method and behaviour
Make platform to correspond to, i.e., the various pieces that installation method is mentioned are arranged corresponding with the setting of operating platform various pieces.
The utility model has the advantage that
1, elevator shaft stage+module is easy, quick;
2, it is totally-enclosed that elevator shaft lower layer can be achieved;
3, it solves and sets up scaffold in elevator from bottom to top and cause material, artificial, waste of time;
4, reduce the loss of tool and template components when bringing security risk because of erecting scaffold and not closing;
5, green, environmental protection, energy conservation is recycled recycling, can smelt regeneration.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, and should refer to
Out, any modifications, equivalent replacements, and improvements made within the spirit and principle of the present invention etc. should all include
It is within the protection scope of the utility model.
Claims (9)
1. a kind of hoistway operation platform, it is characterised in that: hole to be provided is arranged on concrete walls, Special supporting device is inserted into
Hole to be provided, station are placed on Special supporting device;
Station includes platform floor and hanging ring, and hanging ring is arranged on platform floor;
Special supporting device includes support ontology, limit pull ring and limit bolt;Support the fixed limit pull ring in the side of ontology, limit
Position bolt insertion limit pull ring.
2. a kind of hoistway operation platform according to claim 1, it is characterised in that: platform floor include 6mm steel plate and
8# channel steel.
3. a kind of hoistway operation platform according to claim 2, it is characterised in that: 8# channel steel includes translot steel and cannelure
Steel, the quantity of 6mm steel plate are 4, and 8# channel steel is arranged in the edges of plate 6mm.
4. a kind of hoistway operation platform according to claim 3, it is characterised in that: the middle part welding of every 6mm steel plate
Hanging ring.
5. a kind of hoistway operation platform according to claim 1, it is characterised in that: support ontology is 18# I-steel.
6. a kind of hoistway operation platform according to claim 1 or 5, it is characterised in that: limit pull ring includes the first limit
Position pull ring and the second limit pull ring;First limit pull ring and the second limit pull ring are arranged in parallel in the side of support ontology.
7. a kind of hoistway operation platform according to claim 6, it is characterised in that: limit bolt is one section of steel pipe.
8. a kind of hoistway operation platform according to claim 7, it is characterised in that: the length for supporting ontology is 120mm-
600mm。
9. a kind of hoistway operation platform according to claim 1, it is characterised in that: a station is correspondingly arranged at least
4 Special supporting devices, the two sides of station are respectively provided at least 2 Special supporting devices, the dedicated branch of station the same side
Spacing between support arrangement cannot be less than 200mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920315957.3U CN209723569U (en) | 2019-03-13 | 2019-03-13 | A kind of hoistway operation platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920315957.3U CN209723569U (en) | 2019-03-13 | 2019-03-13 | A kind of hoistway operation platform |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209723569U true CN209723569U (en) | 2019-12-03 |
Family
ID=68686295
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920315957.3U Active CN209723569U (en) | 2019-03-13 | 2019-03-13 | A kind of hoistway operation platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209723569U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763636A (en) * | 2019-03-13 | 2019-05-17 | 中国五冶集团有限公司 | A kind of hoistway operation platform and installation method |
-
2019
- 2019-03-13 CN CN201920315957.3U patent/CN209723569U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763636A (en) * | 2019-03-13 | 2019-05-17 | 中国五冶集团有限公司 | A kind of hoistway operation platform and installation method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103526929B (en) | A kind of super high-rise steel pipe column interior concrete pouring construction method | |
CN107190964A (en) | A kind of construction method of prefabricated hoistway operation platform | |
CN203794498U (en) | Built-in self-elevating tower crane device | |
CN203487803U (en) | Safety protection structure for elevator shaft construction | |
CN204185120U (en) | Mobile unit dolly in place | |
CN209723569U (en) | A kind of hoistway operation platform | |
CN202945798U (en) | Overhanging type scaffold corner device | |
CN109763636A (en) | A kind of hoistway operation platform and installation method | |
CN106948232A (en) | Have enough to meet the need movable light-duty road surface | |
CN109763627A (en) | A kind of construction of elevator shaft in high-rise building structure and construction method | |
CN206784891U (en) | A kind of prefabricated hoistway operation platform | |
CN209723516U (en) | A kind of construction of elevator shaft in high-rise building structure | |
CN203475801U (en) | Telescopic steel platform for elevator shaft | |
CN207844948U (en) | A kind of internally climbing tower crane jack up drilling platform | |
CN203361170U (en) | Supporting upright column pile for building foundation pit support | |
CN205382718U (en) | Sparse passway for escaping of steel platform die carrier system | |
CN204626965U (en) | For the steel stair template of poured up at a time between architectural stair | |
CN206308787U (en) | A kind of frame-type gully arch bar erecting device | |
CN206220461U (en) | A kind of packaged type I-steel hoistway operation platform | |
CN204126237U (en) | A kind of elevator hoistway construction platform | |
CN212295581U (en) | Instrument formula elevartor shaft operation platform | |
CN203924652U (en) | The operation platform of periphery shear wall between a kind of precast stair | |
CN205134921U (en) | Building outer wall concrete constructional column hangs construction platform | |
CN204198306U (en) | A kind of device for purlin lifting in building operation | |
CN204524596U (en) | A kind of dismountable self-locking overhead welding operating platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |