CN207142695U - A kind of mould bases platform can multistage dig tower crane passage - Google Patents
A kind of mould bases platform can multistage dig tower crane passage Download PDFInfo
- Publication number
- CN207142695U CN207142695U CN201721032271.0U CN201721032271U CN207142695U CN 207142695 U CN207142695 U CN 207142695U CN 201721032271 U CN201721032271 U CN 201721032271U CN 207142695 U CN207142695 U CN 207142695U
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- China
- Prior art keywords
- tower crane
- passage
- framework
- truss
- panel
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Abstract
The utility model provide a kind of mould bases platform can multistage dig tower crane passage, including：Platform truss, back segment passage and leading portion passage.Platform truss includes the first truss and the second truss located at the reserved construction mouth both sides of agent structure；Leading portion passage includes the first framework and first panel, and first panel is located at the top of the first framework；Back segment passage includes the second framework and second panel, second panel is located at the top of the second framework, side of second framework away from tower crane is articulated with the second truss by first axle mechanism, and second panel is articulated with side of the first panel away from tower crane close to the side of tower crane by the second linkwork.The utility model can both realize Common passageway function, can ensure to dig in hoisting steel plate again and be easy to hoisting steel plate, simple in construction, easy to use.
Description
Technical field
The utility model is related to the realm of building construction, relate in particular to a kind of mould bases platform can multistage dig tower crane and lead to
Road.
Background technology
In Super High work progress, vertical structure construction is often carried out using the construction platform that can climb certainly, construction is flat
Wall construction reserved opening is reserved on platform, hole length allows for meeting steel plate wall hoisting steel plate, while needs to tower crane
Safe distance is reserved between steel plate wall, needs to prevent reserved opening side when needs reach tower crane position across reserved opening
Sheath is removed, and sets up passage, but passage often influences the lifting of steel plate shear force wall steel plate across reserved opening, therefore logical
Road needs to move in hoisting steel plate, troublesome in poeration, improves use cost.
Utility model content
In view of the foregoing, the utility model provide a kind of mould bases platform can multistage dig tower crane passage, leading portion leads to
Road and back segment passage can be dug, and can both realize Common passageway function, can be ensured to dig in hoisting steel plate again and are easy to
Hoisting steel plate.
To achieve the above object, the utility model adopts the technical scheme that：A kind of mould bases platform can multistage dig tower
Passage is hung, including：
Platform truss, including the first truss and the second truss located at the reserved construction mouth both sides of agent structure；
Leading portion passage, the leading portion passage include the first framework and first panel, and the first panel is located at described first
The top of framework；
Back segment passage, the back segment passage include the second framework and second panel, and the second panel is located at described second
The top of framework, the side of the remote tower crane of second framework are articulated with second truss, institute by the first linkwork
The side for stating the close tower crane of second panel is articulated with the remote tower of the first panel by the second linkwork
The side hung.
The beneficial effects of the utility model are, by setting turnover leading portion passage and back segment to lead on mould bases platform
Road, realize and cross over the function that reserved construction mouth reaches tower crane, and in the lifting for needing to carry out shear wall steel plate, it is only necessary to by before
Duan Tongdao and back segment passage are dug.
Further improvement of the utility model is that first linkwork is included located at the remote of second framework
The first sleeve on the side of the tower crane, the second sleeve on second truss, and it is inserted in the first set
The rotating shaft of cylinder and the second sleeve.
Further improvement of the utility model is that second linkwork is included located at the remote of the first panel
First hinged seat of the side of the tower crane, located at the second panel the close tower crane side the second hinged seat,
And it is inserted in the bearing pin of first hinged seat and second hinged seat.
Further improvement of the utility model is that the both sides of the back segment passage are provided with guard rail.
Further improvement of the utility model is, in addition to supporting plate, and the supporting plate is placed in second truss
On, the supporting plate is provided with through hole, and first linkwork is located in the through hole, the remote tower of the supporting plate
The side hung exposes to second truss.
Further improvement of the utility model is that first framework and second framework are by transverse steel respectively
The rectangular frame being welded to each other with longitudinal reinforcement.
Further improvement of the utility model is, second base of frame is provided with limiting plate, the limiting plate against
In the side of the remote tower crane of first truss.
Of the present utility model further improve is that the section of the limiting plate is in L fonts.
Brief description of the drawings
Fig. 1 is the structural representation that multistage can be dug when tower crane passage opens of the utility model mould bases platform.
Fig. 2 be the utility model mould bases platform can multistage dig tower crane passage applying working condition schematic diagram.
Fig. 3 be the utility model mould bases platform can multistage dig tower crane passage posterior segment channel design schematic diagram.
Fig. 4 be the utility model mould bases platform can multistage dig leading portion channel design schematic diagram in tower crane passage.
Fig. 5 is the connection that multistage can dig tower crane passage posterior segment passage and the first truss of the utility model mould bases platform
Schematic diagram.
Fig. 6 is that the utility model mould bases platform multistage can dig the structural representation after tower crane passage is dug.
Embodiment
For the benefit of to understanding of the present utility model, illustrated below in conjunction with drawings and Examples.
Refer to Fig. 1 to Fig. 6, the utility model provide a kind of mould bases platform can multistage dig tower crane passage, it is wrapped
Include platform truss 1, leading portion passage 2 and back segment passage 3.Wherein：Platform truss 1 includes the reserved construction mouth two located at agent structure
Reserved construction mouth between the first truss 11 and the truss 11 of the second truss 12 first and the second truss 12 of side is when being used to construct
The lifting of steel plate；One section of safe distance is reserved between back segment passage 3 and tower crane 6, tower crane is reached when reserved construction mouth need to be crossed over
Position, it is only necessary to back segment passage 3 and leading portion passage 2 are opened, are the position of reachable tower crane 6 along back segment passage 3 and leading portion passage 2
Put.
From Fig. 1, Fig. 5 and Fig. 6, back segment passage 3 is connected with the second truss 12 by the first be hinged linkwork；Specifically
, back segment passage 3 includes the second framework and second panel, and second panel is arranged at the top of the second framework, the second framework it is remote
Side from the tower crane 6 is articulated with the second truss 12 by the first linkwork, by leaning on for the second framework in back segment passage 3
The side of nearly tower crane 6 is positioned over 11 on the first truss；First be hinged linkwork includes the remote tower crane 6 located at the second framework
The first sleeve 31 on side, the second sleeve 121 on the second truss 12, and it is inserted in the first sleeve 31 and second set
The rotating shaft 5 of cylinder 121.
It is preferred that the first sleeve 31 is provided with first through hole, second sleeve 121 is provided with the second through hole, by by rotating shaft 5
First through hole and the second through hole are inserted in, realizes that back segment passage 3 is articulated and connected with the second truss 12.
It is preferred that the second framework is the rectangular frame being welded to each other by transverse steel and longitudinal reinforcement.Specifically may be used
To be welded to each other and form from transverse channel steels and longitudinal channel-section steel.
From Fig. 1, Fig. 3 to Fig. 6, connected between leading portion passage 2 and back segment passage 3 by the second linkwork；Wherein,
Leading portion passage 2 includes the first framework and first panel, and first panel is arranged at the top of the first framework, the remote tower of first panel
The side for hanging 6 side and the close tower crane of second panel is hinged by the second linkwork；Specifically, the second linkwork bag
Include the first hinged seat 21 located at the side of remote tower crane 6 of first panel, second located at the side of close tower crane 6 of second panel
Hinged seat 32, and it is inserted in the bearing pin of the first hinged seat 21 and second hinged seat 32.Leading portion passage 2 can be relative along bearing pin
180 ° are carried out in back segment passage 3 and turns over conjunction, and when front end rigion passage 2 opens completely relative to back segment passage 3, front end turnover panel 2 is with after
The section keep level of turnover panel 3, the side of the remote tower crane 6 of the first framework is resisted against the side of the close tower crane 6 of the second framework, passed through
The support force of second linkwork and the second framework to the first framework, it is ensured that using the utility model mould bases platform can be more
When level digs tower crane passage, the maximum of leading portion passage 2 opens angle as 180 °, and it is when leading portion passage 2 opens to open angle
The angle between position (as shown in Figure 6) when position (as shown in Figure 1) and leading portion passage 2 are dug.
It is preferred that the first hinged seat 21 is provided with third through-hole, the second hinged seat 32 is provided with fourth hole, by by pin
Axle, which is inserted in, to be realized in third through-hole and fourth hole between the first panel of leading portion passage 2 and the second panel of back segment passage 3
It is be hinged.
It is preferred that the first framework is the rectangular frame being welded to each other by transverse steel and longitudinal reinforcement.Specifically may be used
To be welded to each other and form from horizontal angle steel and longitudinal band steel.
As shown in Figure 1, the both sides of back segment passage 3 are additionally provided with guard rail 33, improve using the utility model mould bases platform
Security during tower crane passage multistage can be dug, while is easy to digging and opening for back segment passage 3.
It is preferred that guard rail 33 is the rectangular frame that horizontal square steel and longitudinal square steel are welded to each other.Guard rail 33 with
Back segment passage 3 is fixedly connected.
From Fig. 1, Fig. 2, Fig. 5 and Fig. 6, supporting plate 4, the truss 12 of supporting plate 4 and second are additionally provided with the second truss 12
Between be that the second truss 12 is exposed to by spot welded together, wherein side of the supporting plate 4 away from tower crane 6.Second
It is to place back segment passage 3 after being dug for the ease of back segment passage 3 and be supported in supporting plate that a supporting plate 4 is set on truss 12
On 4, increase support width when being dug to back segment passage 3, improve safety in utilization.
It is preferred that supporting plate 4 is provided with a through hole 41, through hole 41 is set along the axis direction of second sleeve 121
Bar hole, the position of the first linkwork are located in through hole 41；Specifically, second sleeve 121 is placed in through hole 41 and with second
Truss 12 is connected, and second sleeve 121 is hinged with the first sleeve 31 by rotating shaft.
It is preferred that before leading portion passage 2 opens, i.e. the first panel of leading portion passage 2 fits in the second face of back segment passage 3
During plate, can on the second framework on set a fixed leading portion passage 2 fixture, prevent need progress hoisting steel plate when,
Leading portion passage 2 rotates during back segment passage 3 is dug, and improves safety in utilization.
From Fig. 3 and Fig. 6, the bottom of the second framework is provided with a limiting plate 7, and when opening back segment passage 3, back segment leads to
Road 3 is positioned on the first truss 11 close to the side of tower crane 6, and now limiting plate 7 is resisted against one of the first truss 11 away from tower crane 6
Side.The integral rigidity of the second framework can be improved and position-limiting action can be played, during preventing use, back segment passage 3 is forward
Play, improve safety in utilization.
Sedan-chair is good, and the section of limiting plate 7 is in L fonts, is easy to limiting plate 7 to be fixedly connected with the second framework, further improves
The integral rigidity of second framework, while ensure the spacing width of limiting plate 7.
In the present embodiment, reserved construction mouth during wall construction is reserved between the first truss 11 and the second truss 12, is applied
The length of work mouth meets the lifting of steel plate wall steel plate, the utility model mould bases platform can multistage dig tower crane passage combination tower crane
6 use, and tower crane 6 is located in building core cylinder；One section of safe distance is reserved between back segment passage 3 and tower crane 6；Leading portion passage 2
The selection of length can meet to reach tower crane 6 by leading portion passage 2 according to actual conditions.
In the present embodiment, accompanying drawing 1 corresponds to structural representation when leading portion passage 2 and back segment passage 3 open, and accompanying drawing 6 is right
Structural representation that should be when leading portion passage 2 and back segment passage 3 are dug.
The application method that multistage can dig tower crane passage of the utility model mould bases platform：
1st, side of the second framework of back segment passage away from tower crane is hinged with the second truss, the first panel of leading portion passage
Side and the side of the close tower crane of the second panel of back segment passage away from tower crane are hinged, can need to use mould bases platform
When multistage digs tower crane passage across reserved construction mouth arrival tower crane position, need first open back segment passage, the back segment passage made
The second framework be supported on the first truss, then leading portion passage is opened, leading portion passage can along bearing pin rotate 180 °, open
Afterwards, side of first framework away from tower crane of leading portion passage against and fit in the second framework of back segment passage close to the one of tower crane
Side, positioning supporting role is played to leading portion passage, so as to ensure the security used.
2nd, need to need first to dig leading portion passage, then by after using tower crane in the intraoral progress hoisting steel plate of reserved construction
Duan Tongdao, which is dug, to be placed in supporting plate.
The utility model is simple in construction, easy to use and flexible, can both realize the function of Common passageway, can ensure again
Dug during hoisting steel plate and be easy to hoisting steel plate.
The utility model is described in detail above in association with drawings and Examples, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, some details in embodiment should not be formed to this reality
With new restriction, the utility model will be used as the scope of protection of the utility model using the scope that appended claims define.
Claims (8)
1. a kind of mould bases platform can multistage dig tower crane passage, it is characterised in that including：
Platform truss, including the first truss and the second truss located at the reserved construction mouth both sides of agent structure；
Leading portion passage, the leading portion passage include the first framework and first panel, and the first panel is located at first framework
Top；
Back segment passage, the back segment passage include the second framework and second panel, and the second panel is located at second framework
Top, the side of the remote tower crane of second framework is articulated with second truss by the first linkwork, described
The side of the close tower crane of two panels is articulated with the remote tower crane of the first panel by the second linkwork
Side.
2. mould bases platform according to claim 1 can multistage dig tower crane passage, it is characterised in that：Described first is be hinged
Mechanism include located at second framework the remote tower crane side on the first sleeve, on second truss
Second sleeve, and it is inserted in the rotating shaft of first sleeve and the second sleeve.
3. mould bases platform according to claim 1 can multistage dig tower crane passage, it is characterised in that：Described second is be hinged
Mechanism includes the first hinged seat of the side of the remote tower crane located at the first panel, leaning on located at the second panel
Second hinged seat of the side of the nearly tower crane, and it is inserted in the bearing pin of first hinged seat and second hinged seat.
4. mould bases platform according to claim 1 can multistage dig tower crane passage, it is characterised in that：The back segment passage
Both sides be provided with guard rail.
5. mould bases platform according to claim 1 can multistage dig tower crane passage, it is characterised in that：Also include support
Plate, the supporting plate are placed on second truss, and the supporting plate is provided with through hole, and first linkwork is located at institute
State in through hole, the side of the remote tower crane of the supporting plate exposes to second truss.
6. mould bases platform according to claim 1 can multistage dig tower crane passage, it is characterised in that：First framework
It is the rectangular frame that is welded to each other by transverse steel and longitudinal reinforcement respectively with second framework.
7. mould bases platform according to claim 1 can multistage dig tower crane passage, it is characterised in that：Second framework
Bottom is provided with limiting plate, and the limiting plate is resisted against the side of the remote tower crane of first truss.
8. mould bases platform according to claim 7 can multistage dig tower crane passage, it is characterised in that：The limiting plate
Section is in L fonts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721032271.0U CN207142695U (en) | 2017-08-17 | 2017-08-17 | A kind of mould bases platform can multistage dig tower crane passage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721032271.0U CN207142695U (en) | 2017-08-17 | 2017-08-17 | A kind of mould bases platform can multistage dig tower crane passage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207142695U true CN207142695U (en) | 2018-03-27 |
Family
ID=61666618
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721032271.0U Expired - Fee Related CN207142695U (en) | 2017-08-17 | 2017-08-17 | A kind of mould bases platform can multistage dig tower crane passage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207142695U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108502753A (en) * | 2018-06-06 | 2018-09-07 | 福建建工集团有限责任公司 | A kind of channel of connection building body and tower crane |
| CN111648583A (en) * | 2020-05-13 | 2020-09-11 | 中国十七冶集团有限公司 | Walkway platform of tower crane connected with all-steel attached lifting scaffold |
-
2017
- 2017-08-17 CN CN201721032271.0U patent/CN207142695U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108502753A (en) * | 2018-06-06 | 2018-09-07 | 福建建工集团有限责任公司 | A kind of channel of connection building body and tower crane |
| CN111648583A (en) * | 2020-05-13 | 2020-09-11 | 中国十七冶集团有限公司 | Walkway platform of tower crane connected with all-steel attached lifting scaffold |
| CN111648583B (en) * | 2020-05-13 | 2022-07-26 | 中国十七冶集团有限公司 | Walkway platform of tower crane connected with all-steel attached lifting scaffold |
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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: 20180327 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |