CN204983639U - Super high -rise building outer wall variable cross section department creeping formwork device - Google Patents
Super high -rise building outer wall variable cross section department creeping formwork device Download PDFInfo
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- CN204983639U CN204983639U CN201520469436.5U CN201520469436U CN204983639U CN 204983639 U CN204983639 U CN 204983639U CN 201520469436 U CN201520469436 U CN 201520469436U CN 204983639 U CN204983639 U CN 204983639U
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- support body
- creeping formwork
- climbing
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Abstract
The utility model belongs to the technical field of the construction, provide a super high -rise building outer wall variable cross section department creeping formwork device very much, include the steel gasket, attach wall guide pulley, guide rail, support body and creeping formwork system, the top of support body is connected with the truss, just the bottom parallel arrangement of truss have the masterplate with the main back of the body is stupefied, its characterized in that, the creeping formwork system configuration be in the masterplate with in the structure of the stupefied formation of the main back of the body, the bottom of support body is connected with the bracing, the guide rail is connected the bottom, just the guide rail props and fixes on the wall body through attaching the wall, and the support body passes through attach that the wall props and wall connection, this kind of super high -rise building outer wall variable cross section department creeping formwork device simple structure, easily dismantle and maintain, creeping formwork system partitioning territory burst sets up, and inside and outside each platform mutual independence hydraulic system is favorable to the synchro control who climbs, for super high -rise building outer wall cross -section along vertically reduce, the adduction, form constantly changeable creeping formwork construction in cross -section provides solution method.
Description
Technical field
The utility model relates to a kind of climbing apparatus, and particularly a kind of super highrise building exterior wall variable cross-section place climbing apparatus, belongs to technical field of building construction.
Background technology
Climbing formwork for construction is the advanced masterplate construction technology being applicable to highrise building or towering structure monolithic reinforced concrete structure, hydraulic climbing formwork is then be attached in building structure, a kind of masterplate system of rising is formed along with structure construction, the demoulding after concrete reaches strength of mould stripping, masterplate does not land, rely on plant equipment and supporting mass masterplate and climbing device upwards to be climbed one deck, locate fastening, iterative cycles is constructed.
Along with the development of Super High hydraulic climbing formwork, hydraulic climbing formwork technical level also uneven, section hydraulic creeping formwork need in work progress solve, dodging of enhancement Layer, conversion layer truss, also in small space, the safety of support body to be ensured when not interfering with tower crane simultaneously.
Utility model content
The technical problems to be solved in the utility model overcomes existing defect, a kind of super highrise building exterior wall variable cross-section place climbing apparatus is provided, not only structure is simple, easy to use, and can also solve that super highrise building outer wall cross section vertically reduces, adduction, the climbing formwork for construction difficult problem that section form constantly changes, effectively can solve the problem in background technology.
In order to solve the problems of the technologies described above, the utility model provides following technical scheme:
The utility model provides a kind of super highrise building exterior wall variable cross-section place climbing apparatus, comprise steel pad, attached wall guide wheel, guide rail, support body and climbing form system, the top of described support body is connected with truss, and the bottom of described truss is arranged with masterplate and main back cord in parallel, it is characterized in that, described climbing form system is arranged in the structure that described masterplate and described main back cord formed, the bottom of described support body is connected with diagonal brace, described guide rail is connected to described bottom, and described guide rail is fixed on body of wall by attached wall support, support body is supportted and wall connecting by described attached wall.
As a kind of optimal technical scheme of the present utility model, described steel pad is arranged on body of wall, and connecting wall and described support body, and described steel pad is connected to hydraulic system.
As a kind of optimal technical scheme of the present utility model, described attached wall guide wheel is arranged on body of wall, and described attached wall guide wheel is flexibly connected with described guide rail.
As a kind of optimal technical scheme of the present utility model, described climbing form system subregion burst is arranged, and described hydraulic system and inside and outside climbing form system described in each separate.
The beneficial effect that compared with prior art the utility model reaches is:
1, the utility model structure simple, be easy to dismounting and maintenance;
2, the utility model climbing form system subregion burst is arranged, and the separate hydraulic system of each platform inside and outside, is conducive to the Synchronization Control of climbing;
3, the utility model is that super highrise building outer wall cross section vertically reduces, adduction, and the climbing formwork for construction that section form constantly changes provides solution.
Accompanying drawing explanation
Accompanying drawing is used to provide further understanding of the present utility model, and forms a part for manual, is used from explanation the utility model, does not form restriction of the present utility model with embodiment one of the present utility model.
In the accompanying drawings:
Fig. 1 is that a kind of super highrise building exterior wall variable cross-section place of the utility model climbing apparatus variable cross-section climbs pre-structure schematic diagram;
Fig. 2 is a kind of super highrise building exterior wall variable cross-section place of the utility model climbing apparatus variable cross-section climbing structure schematic diagram;
Number in the figure: 1, steel pad; 2, attached wall guide wheel; 3, guide rail; 4, masterplate; 5, main back cord; 6, diagonal brace; 7, hydraulic system; 8, support body; 9, truss; 10, attached wall support; 11, climbing form system.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the utility model, and be not used in restriction the utility model.
Embodiment: as shown in Figure 1 to Figure 2, the utility model provides a kind of super highrise building exterior wall variable cross-section place climbing apparatus, comprise steel pad, attached wall guide wheel, guide rail, support body and climbing form system, the top of described support body is connected with truss, and the bottom of described truss is arranged with masterplate and main back cord in parallel, it is characterized in that, described climbing form system is arranged in the structure that described masterplate and described main back cord formed, the bottom of described support body is connected with diagonal brace, described guide rail is connected to described bottom, and described guide rail is fixed on body of wall by attached wall support, support body is supportted and wall connecting by described attached wall.
Described steel pad is arranged on body of wall, and connecting wall and described support body, and described steel pad is connected to hydraulic system.Described attached wall guide wheel is arranged on body of wall, and described attached wall guide wheel is flexibly connected with described guide rail.Described climbing form system subregion burst is arranged, and described hydraulic system and inside and outside climbing form system described in each separate.
Conversion layer climbing form system is changed
When creeping formwork support body designs, segmentation is in advance carried out in the position of cancelling at body of wall, is eachly segmented into independently subsystem.When creeping formwork climbs conversion layer, the support body 8 that climbs of cancellation part can be removed, can not have an impact to other support bodys.Template 4 presses sea level changes, cancels segment template 4, increases corner template and protective guard, namely completes creeping formwork transformation.
Truss place climbing form system
Creeping formwork seat in the plane is just dodged in the incipient stage and is strengthened truss 9, and this section of platform adopts turnover plate type, successively opens platform turnover panel, allow truss 9 pass through when climbing.This place's template 4 is designed to two sections assembly type, construct this section of body of wall time remove epimere template 4.
Narrow and small operating position template system
During climbing formwork for construction, this place's template 4, by the load-bearing of adjacent support body 8, carrys out hung formwork 4 by increasing a girder steel at top layer support body 8, can meeting spatial requirement; Specific practice: template 4 lower floor support body 8 increases a contact girder steel, and arrange according to locus, after template 4 moves back mould, lower floor's girder steel is as security protection.
Wall thickness contraction place climbing form system
Super highrise building wall thickness often constantly shrinks along with the increase of building height, in wall thickness contraction place, climb at every turn support body 8 time adopt steel cushion block 1 to adjust, when climbing, guide rail 3 tilts, when climbing, guide rail 3 presses close to about 50mm to body of wall at every turn, by two layers of reset of climbing.Outer wall template 4 adopts falsework to be connected with creeping formwork support body 8.Inside wall formwork 4 adopts hang to be connected with support body 8.Falsework has vertical adjustment mechanism, hang template because of gravity naturally vertical, during template matched moulds, depanning concrete shear force wall is for relying on, and lower cover portion divides is close to metope, fixes after Uprightness adjusting.
Specific works flow process
Variable cross-section climbs flow process: body of wall is built end and reached intensity and retreat mould, and embedded part is installed the thick steel cushion block 1 of 50mm; Attached wall guide wheel 2 is utilized to adjust support body angle; Lift rail 3 and support body 8 one floor heights, now support body 8 is to the close 50mm of metope, repeats the one deck (not using steel cushion block 1) that climbs sideling, support body 8 to metope again near 50mm, by attached wall guide wheel 2 by support body 8 and guide rail 3 straightening, reset, enter normal climb.
The utility model provides a kind of super highrise building exterior wall variable cross-section place climbing apparatus, climbing form system subregion burst is arranged, the inside and outside separate hydraulic system of each platform, be conducive to the Synchronization Control of climbing, for super highrise building outer wall cross section vertically reduce, adduction, the climbing formwork for construction that section form constantly changes provides solution.
Last it is noted that the foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, although be described in detail the utility model with reference to previous embodiment, for a person skilled in the art, it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (4)
1. a super highrise building exterior wall variable cross-section place climbing apparatus, comprise steel pad (1), attached wall guide wheel (2), guide rail (3), support body (8) and climbing form system (11), the top of described support body (8) is connected with truss (9), and the bottom of described truss (9) is arranged with masterplate (4) and main back cord (5) in parallel, it is characterized in that, described climbing form system (11) is arranged in the structure that described masterplate (4) and described main back cord (5) formed, the bottom of described support body (8) is connected with diagonal brace (6), described guide rail (3) is connected to described bottom, and described guide rail (3) is fixed on body of wall by attached wall support (10), support body (8) supports (10) and wall connecting by described attached wall.
2. a kind of super highrise building exterior wall variable cross-section place according to claim 1 climbing apparatus, it is characterized in that, described steel pad (1) is arranged on body of wall, and connecting wall and described support body (8), and described steel pad (1) is connected to hydraulic system (7).
3. a kind of super highrise building exterior wall variable cross-section place according to claim 1 climbing apparatus, it is characterized in that, described attached wall guide wheel (2) is arranged on body of wall, and described attached wall guide wheel (2) is flexibly connected with described guide rail (3).
4. a kind of super highrise building exterior wall variable cross-section place according to claim 2 climbing apparatus, it is characterized in that, described climbing form system (11) subregion burst is arranged, and described hydraulic system (7) is separate with inside and outside climbing form system (11) described in each.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520469436.5U CN204983639U (en) | 2015-07-03 | 2015-07-03 | Super high -rise building outer wall variable cross section department creeping formwork device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520469436.5U CN204983639U (en) | 2015-07-03 | 2015-07-03 | Super high -rise building outer wall variable cross section department creeping formwork device |
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| CN204983639U true CN204983639U (en) | 2016-01-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520469436.5U Active CN204983639U (en) | 2015-07-03 | 2015-07-03 | Super high -rise building outer wall variable cross section department creeping formwork device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908966A (en) * | 2016-06-02 | 2016-08-31 | 中国建筑第八工程局有限公司 | Creeping formwork system for oblique wall construction and construction method of creeping formwork system |
-
2015
- 2015-07-03 CN CN201520469436.5U patent/CN204983639U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908966A (en) * | 2016-06-02 | 2016-08-31 | 中国建筑第八工程局有限公司 | Creeping formwork system for oblique wall construction and construction method of creeping formwork system |
| CN105908966B (en) * | 2016-06-02 | 2017-12-22 | 中国建筑第八工程局有限公司 | Climbing form system and its construction method for sloping core construction |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |