CN207700666U - A kind of elevator hoistway construction platform - Google Patents
A kind of elevator hoistway construction platform Download PDFInfo
- Publication number
- CN207700666U CN207700666U CN201721788192.2U CN201721788192U CN207700666U CN 207700666 U CN207700666 U CN 207700666U CN 201721788192 U CN201721788192 U CN 201721788192U CN 207700666 U CN207700666 U CN 207700666U
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- CN
- China
- Prior art keywords
- pipe sleeve
- operation platform
- elevator hoistway
- column
- jack
- 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.)
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Abstract
The utility model discloses a kind of elevator hoistway construction platforms, including the guide rail in metope, the operation platform that can be slided on guide rail and actuator for driving operation platform to lift is arranged, it is provided with supporting rack below the operation platform, support frame as described above is triangular in shape, and include the cross-brace column, vertical supporting column and skewed horizontal load column abutted with operation platform, the first force application part for being provided with and being abutted with floor bottom surface to prevent operation platform from falling is rotated on the vertical supporting column;Have the advantages that improve working efficiency.
Description
Technical field
The utility model is related to a kind of energy-saving building technology field, more particularly to a kind of elevator hoistway construction platform.
Background technology
In recent years, with the rapid development of economic construction of China, high level and high-rise building in building trade also obtain
It growing rapidly, the use of elevator is more and more common, during building high-rise and construction of super highrise building, elevator shaft
Inside shear wall construction becomes an important ring for hoistway construction link.
Currently, when carrying out shear wall formwork construction on the inside of high-rise and high-rise building elevator, in order to facilitate constructor
The development of control and the work of inspecting for acceptance of member's peace form removal and hoistway formwork installation quality, can build various operational platform,
Operating platform used at present is commonly console mode scaffold or overhanging I-steel operating platform.
Whether use console mode scaffold as operating platform, or using overhanging I-steel operating platform, at every section
In hoistway formwork operation process, it is required for setting up console mode scaffold or builds overhanging work using pre-buried facility, structural beams
For word steel as operating platform, the peace that template is carried out using the operating platform set up such as tears, controls, checks and checks and accepts open at the work, etc.
It after the completion of these work, needs to remove operating platform, then sets up console mode scaffold again in next section of elevator
Or overhanging I-steel operating platform carries out operation, there are problems that being laid with repeatedly, dismantling operation platform repeatedly, to artificial, material,
It causes greatly to waste with equipment, and also has larger impact to construction speed, reduce working efficiency.
Utility model content
The purpose of this utility model is to provide a kind of elevator hoistway construction platform, has the advantages that improve working efficiency.
The above-mentioned technical purpose of the utility model technical scheme is that:
A kind of elevator hoistway construction platform, including be arranged the guide rail in metope, the operation platform that can be slided on guide rail and
Actuator for driving operation platform to lift, the operation platform lower section are provided with supporting rack, and support frame as described above is triangular in shape,
And include the cross-brace column, vertical supporting column and skewed horizontal load column abutted with operation platform, turn on the vertical supporting column
It is dynamic to be provided with the first force application part abutted with floor bottom surface to prevent operation platform from falling.
Using the above scheme, supporting rack is set below operation platform, and is provided with and floor bottom surface on supporting rack
It abuts to provide the first force application part of the upward support force of operation platform, prevents operation platform from falling, need mobile operation platform
When, the first force application part is rotated, the first force application part is driven to be detached from floor, then drives operation platform upward by actuator
Or move downward, after reaching designated floor, rotate the first force application part so that the first force application part is abutted with floor bottom surface;
So that staff need not dismantle supporting rack and can be moved to operation platform, staff is facilitated to grasp
Make, improves work efficiency to a certain extent.
Preferably, first force application part includes the first pipe sleeve being set on vertical supporting column, first pipe sleeve
Upper rotation is provided with the first supporting bracket abutted with floor.
Using the above scheme, by rotating abutting and disengaging of the first supporting bracket realization with floor bottom surface, it can provide and apply
The upward support force of work platform, and staff is facilitated to move operation platform.
Preferably, it is provided with the first loose slot rotated for the first supporting bracket on first pipe sleeve.
Using the above scheme, the first supporting bracket rotates in the first loose slot, and the is detached from when reducing the rotation of the first supporting bracket
The probability of one pipe sleeve, the stability of reinforcement structure.
Preferably, the fixed component for fixing the first supporting bracket is provided on first pipe sleeve.
Further, the fixed component includes several the first jacks being vertically opened on the first pipe sleeve, institute
It states and is provided with second jack Chong Die with the first jack on the first supporting bracket, being additionally provided with will across the first jack and the second jack
First supporting bracket is fixed on the bolt on the first pipe sleeve.
Using the above scheme, when needing fixed operation platform, the first supporting bracket is rotated, it is made to be abutted with the bottom of floor,
And by the first jack and the second receptacle alignment, be inserted into bolt, the first supporting bracket and the first pipe sleeve fixed, reduce due to
Operation platform shakes and causes the probability of the first supporting bracket and floor disengaging;
When needing mobile operation platform, bolt is extracted out of jack, rotates the first supporting bracket, it is made to be detached from floor,
And by the first jack and the second receptacle alignment, it is inserted into bolt, the first supporting bracket and the first pipe sleeve are fixed, it is flat to reduce construction
When platform rises, the first supporting bracket rotates the probability for blocking and influencing operation platform rising with floor bottom surface.
Preferably, first pipe sleeve is connected through a screw thread with vertical supporting column.
Using the above scheme, due to that there can be certain deviation when actuator control operation platform lifting, lead to the first support
Support cannot be abutted with floor bottom, rotate the first pipe sleeve so that the first pipe sleeve is moved along vertical supporting column, drives the first support
Floor bottom surface is ask to abut, the stability of reinforcement structure.
Preferably, the second force application part for being provided on the vertical supporting column and being abutted at the top of floor, described second applies
Power component is identical as the first force application part structure.
Using the above scheme, it is abutted with the top of floor by the second force application part, gives supporting rack downward support force,
Coordinate the probability for reducing operation platform and being shaken when placing construction material with the first force application part.
Preferably, the guide rail is H-shaped.
Using the above scheme, guide rail is H-shaped, reduces the probability that operation platform shifts when sliding up and down.
In conclusion the utility model has the advantages that:
1, when the first force application part realizes the abutting with floor bottom surface, provide force platform upward holding power;First applies
When power component is detached from floor bottom surface, force platform is driven to move up and down by actuator;
2, the first pipe sleeve is connect with vertical supporting male screw to adjust the offset distance of the first supporting bracket and floor bottom surface.
Description of the drawings
Fig. 1 is the structural schematic diagram of embodiment;
Fig. 2 is the enlarged drawing in the portions A in embodiment Fig. 1;
Fig. 3 is the enlarged drawing in the portions B in embodiment Fig. 1;
Fig. 4 is the sectional view of the first force application part in embodiment.
In figure, 1, metope;2, guide rail;3, operation platform;4, supporting rack;41, cross-brace column;42, vertical supporting column;
43, skewed horizontal load column;5, the first force application part;51, the first pipe sleeve;52, the first supporting bracket;521, annulus;522, support plate;6、
First loose slot;7, fixed component;71, the first jack;72, the second jack;73, bolt;8, the second force application part;81, second
Pipe sleeve;82, two supporting bracket;9, the second loose slot.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
A kind of elevator hoistway construction platform, as shown in Figure 1, including the wall-attaching equipment being mounted on the wall of both sides(It is mark in figure
Go out), it is then mounted on H-shaped steel guide rail 2 on both sides metope 1, is slided between two side rails 2 and is provided with operation platform 3, wall
Top be provided with the actuator for driving operation platform 3 to move up and down along sliding rail(It is to mark in figure).
As shown in Figure 1, the elevator hoistway construction platform further includes the supporting rack 4 being arranged on operation platform 3, supporting rack 4 is in
Triangle, supporting rack 4 include the cross-brace column 41, vertical supporting column 42 and skewed horizontal load column abutted with operation platform 3
43, cross-brace column 41 is fixed with operation platform 3 by high-strength fixing bolt, the end of vertical supporting column 42 and cross-brace column 41
It is fixed by high-strength bolt, cross-brace column 41 is connected with the other end of vertical supporting column 42 by skewed horizontal load column 43, tiltedly
It is fixed between support column 43 and cross-brace column 41 and vertical supporting column 42 by high-strength bolt.
Rotation, which is provided with, with reference to shown in Fig. 2, on vertical supporting column 42 abuts with floor bottom surface to prevent operation platform 3 from falling
The first force application part 5, the first force application part 5 includes being set in the first pipe sleeve 51 on vertical supporting column 42, the first pipe sleeve 51
On be provided with the first loose slot 6, the first loose slot 6 is rotated on first loose slot 6 and is provided with along the radial direction setting of the first pipe sleeve 51
The first supporting bracket 52 abutted with floor bottom.First supporting bracket 52 includes the annulus being rotatably arranged in the first loose slot 6
521, the support plate 522 abutted with floor bottom surface is connected on annulus 521.
With reference to shown in Fig. 4, the fixed component 7 for fixing the first supporting bracket 52, fixed part are provided on the first pipe sleeve 51
Part 7 includes several the first jacks 71 being opened on the first pipe sleeve 51, and the first jack 71 is along the axial setting of the first pipe sleeve 51, annulus
The second jack 72 of the first jack 71 overlapping is provided on 521, the diameter of the second jack 72 is more than the diameter of the first jack 71, the
It is inserted with bolt 73 in one jack 71 and the second jack 72.
Vertical supporting column 42 is circumferentially provided with screw thread along it, and the first pipe sleeve 51 is connected through a screw thread with vertical supporting column 42.
It is noted that with reference to shown in Fig. 3, it is connected through a screw thread on vertical supporting column 42 and is abutted with floor top surface
Second force application part 8, the second force application part 8 include the second pipe sleeve 81 being threadedly attached on vertical supporting column 42, this meaning
Rotation is provided with the second loose slot 9 on pipe sleeve, and the second supporting bracket 82 abutted with floor top is provided in the second loose slot 9.
Use process:
When needing mobile operation platform 3, the rotation of the second supporting bracket 82 is driven to be detached from the top of floor first, then by bolt
73 extract between the first jack 71 and the second jack 72, then drive the rotation of the first supporting bracket 52 to be detached from floor bottom, then
It drives operation platform 3 to be moved upwardly or downwardly by actuator, after reaching designated floor, passes through the first pipe sleeve of threaded adjustment 51
Highly, it then drives the first supporting bracket 52 to be abutted with floor bottom, and the first jack 71 and the second jack 72 is aligned, retell
Bolt 73 is inserted between the first jack 71 and the second poor hole, and the first supporting bracket 52 and the first pipe sleeve 51 are fixed, spiral shell is then passed through
Line adjusts the height of the second pipe sleeve 81, is abutted at the top of the second supporting bracket 82 of driving and floor, operation platform 3 is fixed on specified building
Layer.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as within the protection scope of the present utility model all protected by Patent Law.
Claims (8)
1. a kind of elevator hoistway construction platform, including setting is flat in the guide rail (2) of metope (1), the construction that can be slided on guide rail (2)
Platform (3) and actuator for driving operation platform (3) to lift, characterized in that be provided with below the operation platform (3)
Supporting rack (4), support frame as described above (4) is triangular in shape, and includes the cross-brace column (41) abutted with operation platform (3), vertical
Support column (42) and skewed horizontal load column (43), on the vertical supporting column (42) rotation be provided with abutted with floor bottom surface with
The first force application part (5) for preventing operation platform (3) from falling.
2. a kind of elevator hoistway construction platform according to claim 1, it is characterized in that:First force application part (5) includes
The first pipe sleeve (51) being set on vertical supporting column (42), rotation is provided on first pipe sleeve (51) abuts with floor
First supporting bracket (52).
3. a kind of elevator hoistway construction platform according to claim 2, it is characterized in that:It is provided on first pipe sleeve (51)
For the first loose slot (6) of the first supporting bracket (52) rotation.
4. a kind of elevator hoistway construction platform according to claim 2, it is characterized in that:It is provided on first pipe sleeve (51)
Fixed component (7) for fixing the first supporting bracket (52).
5. a kind of elevator hoistway construction platform according to claim 4, it is characterized in that:The fixed component (7) includes several
The first jack (71) being vertically opened on the first pipe sleeve (51) is provided on first supporting bracket (52) and first
The second jack (72) of jack (71) overlapping is additionally provided with the first supporting bracket across the first jack (71) and the second jack (72)
(52) bolt (73) being fixed on the first pipe sleeve (51).
6. a kind of elevator hoistway construction platform according to claim 2, it is characterized in that:First pipe sleeve (51) and vertical branch
Dagger (42) is connected through a screw thread.
7. a kind of elevator hoistway construction platform according to claim 5, it is characterized in that:It is arranged on the vertical supporting column (42)
The second force application part (8) for having and being abutted at the top of floor, second force application part (8) and the first force application part (5) structure phase
Together.
8. a kind of elevator hoistway construction platform according to claim 1, it is characterized in that:The guide rail (2) is H-shaped.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721788192.2U CN207700666U (en) | 2017-12-19 | 2017-12-19 | A kind of elevator hoistway construction platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721788192.2U CN207700666U (en) | 2017-12-19 | 2017-12-19 | A kind of elevator hoistway construction platform |
Publications (1)
Publication Number | Publication Date |
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CN207700666U true CN207700666U (en) | 2018-08-07 |
Family
ID=63027084
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201721788192.2U Expired - Fee Related CN207700666U (en) | 2017-12-19 | 2017-12-19 | A kind of elevator hoistway construction platform |
Country Status (1)
Country | Link |
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CN (1) | CN207700666U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112343324A (en) * | 2020-11-14 | 2021-02-09 | 王焕发 | Elevator shaft lifting type operating platform |
CN112942793A (en) * | 2021-03-24 | 2021-06-11 | 中建新疆建工(集团)有限公司 | Liftable simple operation platform for elevator shaft |
-
2017
- 2017-12-19 CN CN201721788192.2U patent/CN207700666U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112343324A (en) * | 2020-11-14 | 2021-02-09 | 王焕发 | Elevator shaft lifting type operating platform |
CN112343324B (en) * | 2020-11-14 | 2022-01-21 | 山东泉顺达装配式智慧电梯科技有限公司 | Elevator shaft lifting type operating platform |
CN112942793A (en) * | 2021-03-24 | 2021-06-11 | 中建新疆建工(集团)有限公司 | Liftable simple operation platform for elevator shaft |
CN112942793B (en) * | 2021-03-24 | 2022-10-14 | 中建新疆建工(集团)有限公司 | Liftable simple operation platform for elevator shaft |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180807 Termination date: 20181219 |
|
CF01 | Termination of patent right due to non-payment of annual fee |