CN206800970U - A kind of integral lifting elevator hoistways operating platform - Google Patents
A kind of integral lifting elevator hoistways operating platform Download PDFInfo
- Publication number
- CN206800970U CN206800970U CN201720654955.8U CN201720654955U CN206800970U CN 206800970 U CN206800970 U CN 206800970U CN 201720654955 U CN201720654955 U CN 201720654955U CN 206800970 U CN206800970 U CN 206800970U
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- CN
- China
- Prior art keywords
- girder
- secondary beam
- connector
- movable part
- fixture
- 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
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Abstract
The utility model discloses a kind of integral lifting elevator hoistways operating platform, including girder movable part, girder fixture, standard secondary beam and steel pipe support body, the girder movable part includes the antiskid part set enough under girder movable part and two piece of first connector of top welding, the first connector of girder movable part are fixedly connected with the second connector of girder fixture by the first latch；Described girder fixture includes lower end and is centrally located one block of end socket steel plate that one piece of second connector and top are set, and the side wing on girder fixture sets primary and secondary beam connection, and standard secondary beam is fixedly connected with primary and secondary beam connection by the second latch；Standard secondary beam steel pipe support body stud welded reinforcement head, by steel bar end by steel pipe support body firm welding.It is the utility model patent convenient disassembly, high recycling rate, safe and reliable, cost-effective.
Description
Technical field
It the utility model is related in building engineering construction crosshead, particularly a kind of integral lifting elevator in elevator
Road operating platform, belong to elevator hoistways technical field of construction.
Background technology
As domestic construction industry continues to develop, skyscraper continues to bring out, and the construction technology of high rise elevator hoistway is always
The difficult point of high-building construction.Traditional handicraft, which is often taken, to be set up full hall frame in elevator hoistways and is put down as hoistway constructing operation
Under platform, material occupancy is larger, while efficiency of construction is at a fairly low, safety guarantee is poor, be in current high-building construction urgently
Problem to be solved.
Therefore, it is necessary to a kind of integral lifting elevator hoistways operating platform is developed to solve problem above.
Utility model content
The purpose of this utility model is to provide a kind of elevator hoistways operating platform simple in construction, easy to use, overcome
The defects of aforementioned conventional elevator hoistways crosshead is set up, propose that a kind of new integral lifting elevator hoistways scaffold shaped steel is put down
Platform, only once-through operation frame need to being set up in work progress, and being fixed on section steel platform, a liter installation is directly hung using tower crane,
Hang in liter installation process, take it is short, save manpower, be safe and reliable.
This integral lifting elevator hoistways operating platform provided by the utility model, including girder movable part, girder
Fixture, standard secondary beam and steel pipe support body, the girder movable part include under girder movable part the antiskid part that sets enough and
Two piece of first connector of top welding, the first connector of girder movable part and the second connector of girder fixture pass through
First latch is fixedly connected；Described girder fixture includes one that lower end is centrally located one piece of second connector and top setting
Block end socket steel plate, the side wing on girder fixture set primary and secondary beam connection, and standard secondary beam and primary and secondary beam connection pass through the
Two latches are fixedly connected；Standard secondary beam is welded steel pipe support body by steel bar end in the stud welded reinforcement head of steel pipe support body
Connect firmly.
Girder movable part body and girder fixture are made of 16# I-beams.
First connector and the second connector are made using steel plate, and connector end offers circular hole.
Suspension ring are set on girder fixture.
Compared with prior art, the utility model has advantages below：
Girder fixture is connected by girder movable part with girder movable part with fixture attachment means using latch,
Described girder fixture is connected with standard secondary beam by primary and secondary beam joint device using latch, forms integral steel platform, steel pipe
Support body is used with standard secondary beam and is welded and fixed, so as to realize that section steel platform is integrally lifted with scaffold, this integral lifting shaped steel
Platform in use, can it is assembled in advance on the ground after the completion of again integral hoisting installed to required floor.Platform carries
Girder movable part need to only be rotated when rising, you can overall that section steel platform and scaffold are promoted to last layer flooring, dismounting side
Just, high recycling rate, safe and reliable, cost-effective.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
The accompanying drawing to be used is described in further detail, wherein：
Fig. 1 the present embodiment girder movable part elevation；
Fig. 2 the present embodiment girder movable part top views；
The main girder steel fixture elevation of Fig. 3 the present embodiment；
The main girder steel fixture top view of Fig. 4 the present embodiment；
The connecting-piece structure schematic diagram of Fig. 5 the present embodiment primary and secondary movable parts and fixture；
Fig. 6 the present embodiment standard secondary beam elevation；
Fig. 7 the present embodiment standard secondary beam top views；
Fig. 8 the present embodiment primary-secondary beam connecting-piece structure schematic diagrames；
Elevation is completed in the connection of Fig. 9 the present embodiment girder；
Figure 10 the present embodiment section steel platform and elevator hoistways top view；
Figure 11 the present embodiment section steel platform and the first installation elevation of support body；
Figure 12 section steel platforms and scaffold ramp-up period elevation.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe.
This product includes girder movable part (Fig. 1, Fig. 2), and girder fixture (Fig. 3, Fig. 4), girder movable part is with consolidating
Determine part attachment means (Fig. 5), standard secondary beam (Fig. 6, Fig. 7), primary and secondary beam joint device (Fig. 8) composition, described girder fixture
Be connected with girder movable part by girder movable part with fixture attachment means using latch, described girder fixture with
Standard secondary beam is connected by primary and secondary beam joint device using latch, forms integral steel platform.Steel pipe support body uses with standard secondary beam
It is welded and fixed, so as to realize section steel platform and steel pipe frame integral hoisting.
Embodiment one
Step 1：
Referring to Fig. 1, Fig. 2, girder movable part long side is 600mm, and movable part body is made using 16# I-beams 1, living
150mm length antiskids part 2 is set enough under dynamic component, and two piece of first connector 3 is welded at top；
Step 2：
Referring to Fig. 3, Fig. 4, girder fastener length is 2700mm, and girder fixture body is made using 16# I-beams 4,
Girder fixture lower end is centrally located one piece of second connector 5, and top sets one block of end socket steel plate 6, flank on girder fixture
Plate sets three primary and secondary beam connections 7；
Step 3：
Referring to Fig. 5, connector 3 and connector 5 can use this structural connection to be made using 8mm steel plates, connection
Open diameter 22mm circular holes in part end；
Step 4：
The connection of the present embodiment can use pin diameter 20mm, length 150mm；
Step 5：
Referring to Fig. 6, Fig. 7, the length of standard secondary beam 8 is 1500mm, is made using 16# I-steel, and secondary beam sets twice spiral shell altogether
Keyhole, and in steel pipe post position welded reinforcement first 9；
Step 6：
Referring to Fig. 8, Fig. 9, standard secondary beam 8 is connected with primary and secondary beam connection 7 by latch 11；
Step 7：
Referring to Figure 10, section steel platform sets girder 2, standard secondary beam 3 altogether；, can be pre- according to the requirement of layout design size
First completed on ground assembled.
Step 8：
Referring to Figure 11, after the completion of section steel platform assembly, disposably hung by suspension ring 10 using tower crane to elevator hoistways,
And rotate girder movable part to 180 °, parallel with girder fixture, antiskid key 2 and floor structure checkpost are tight, end socket steel plate 6
Held out against with shear wall, then carry out top steel pipe frame body 12 and set up, by support body bottom and the firm welding of steel bar end 9, complete first
Secondary section steel platform and erection of frames；
Referring to Figure 12, after the completion of section steel platform scaffold use, using tower crane by suspension ring 10 by section steel platform and support body
Slowly lifted, now girder movable part is automatically rotated to 90 °, and section steel platform is gradually promoted to last layer flooring, then by platform
Slowly transfer, girder movable part is rotated to 180 °, antiskid key 2 and floor structure checkpost is tight, end socket steel plate 6 and shear wall
Hold out against, complete support body and platform and integrally climb operation.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (4)
- A kind of 1. integral lifting elevator hoistways operating platform, it is characterised in that including girder movable part, girder fixture, Standard secondary beam and steel pipe support body, the girder movable part include the antiskid part set enough under girder movable part and top welding Two piece of first connector, the first connector of girder movable part and the second connector of girder fixture pass through the first latch It is fixedly connected；Described girder fixture includes one block of end socket steel that lower end is centrally located one piece of second connector and top is set Plate, the side wing on girder fixture set primary and secondary beam connection, and standard secondary beam is consolidated with primary and secondary beam connection by the second latch Fixed connection；Standard secondary beam steel pipe support body stud welded reinforcement head, by steel bar end by steel pipe support body firm welding.
- 2. elevator hoistways operating platform according to claim 1, it is characterised in that the girder movable part body and master Beam fixture is made of 16# I-beams.
- 3. elevator hoistways operating platform according to claim 1, it is characterised in that first connector and the second connection Part is made using steel plate, and connector end offers circular hole.
- 4. elevator hoistways operating platform according to claim 1, it is characterised in that set and hang on the girder fixture Ring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720654955.8U CN206800970U (en) | 2017-06-07 | 2017-06-07 | A kind of integral lifting elevator hoistways operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720654955.8U CN206800970U (en) | 2017-06-07 | 2017-06-07 | A kind of integral lifting elevator hoistways operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206800970U true CN206800970U (en) | 2017-12-26 |
Family
ID=60745055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720654955.8U Expired - Fee Related CN206800970U (en) | 2017-06-07 | 2017-06-07 | A kind of integral lifting elevator hoistways operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206800970U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130673A (en) * | 2019-05-20 | 2019-08-16 | 中建钢构有限公司 | Bracket removes device and bracket method for dismounting |
-
2017
- 2017-06-07 CN CN201720654955.8U patent/CN206800970U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130673A (en) * | 2019-05-20 | 2019-08-16 | 中建钢构有限公司 | Bracket removes device and bracket method for dismounting |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171226 Termination date: 20180607 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |