CN209723569U - A kind of hoistway operation platform - Google Patents

A kind of hoistway operation platform Download PDF

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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
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China
Prior art keywords
pull ring
limit
operation platform
steel
hoistway operation
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CN201920315957.3U
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Chinese (zh)
Inventor
陈昌俊
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China MCC5 Group Corp Ltd
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China MCC5 Group Corp Ltd
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Priority to CN201920315957.3U priority Critical patent/CN209723569U/en
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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

A kind of hoistway operation platform
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.
CN201920315957.3U 2019-03-13 2019-03-13 A kind of hoistway operation platform Active CN209723569U (en)

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

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CN201920315957.3U Active CN209723569U (en) 2019-03-13 2019-03-13 A kind of hoistway operation platform

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Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (1)

* Cited by examiner, † Cited by third party
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

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