CN2592784Y - Big form climbing and supporting and locating adjustment system for climbing scaffolding - Google Patents
Big form climbing and supporting and locating adjustment system for climbing scaffolding Download PDFInfo
- Publication number
- CN2592784Y CN2592784Y CN 02294109 CN02294109U CN2592784Y CN 2592784 Y CN2592784 Y CN 2592784Y CN 02294109 CN02294109 CN 02294109 CN 02294109 U CN02294109 U CN 02294109U CN 2592784 Y CN2592784 Y CN 2592784Y
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- CN
- China
- Prior art keywords
- back cord
- climbing
- template
- supporting
- falsework
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- 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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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a big form climbing as well as supporting and positioning adjustment system which is mainly composed of a vertical supporting frame, an upper transverse back pile, an adjusting supporting leg, a traversing crane, a height adjusting device, a back pile locking hook, a frame body main beam, etc. The large form supporting system provides a support platform for large forms, and the forms directly fall on the frame body and are carried to climb by the frame body when the frame body climbs. When wall steel bars are colligated, the forms can horizontally move and exit backwards, and the vertical position and height of the form can be adjusted. The system has the advantages of providing convenience for large form construction and improving work efficiency and safety.
Description
The utility model technology belongs to the scaffold and the mould plate technique field of using in the building operations.
The various forms of climbing scaffolds that use in the at present domestic and international high-building construction are mostly only as safeguarding that frame uses outward.When exterior wall was used large formwork construction, scaffold can only provide a support platform for it, beaten walls concrete after, outer wall template must hang away with tower crane, can not effectively position and fix template on scaffolding platform, brings difficulty to construction.
The purpose of this utility model is that the problem at above-mentioned existence proposes a kind of large form and climbs and support and locate regulating system.It mainly is made up of falsework, last horizontal back cord, following horizontal back cord, adjusting supporting leg, travelling car, dipping control, back cord locking bail, support body girder etc.This large form support system is that large form provides support platform, for assembling reinforcement provides operating platform.Template directly drops on the support body that climbs, and the climbing to impel on the template of support body moved.During colligation body of wall reinforcing bar, withdraw from but the template level is mobile backward.The vertical position of template and height can be regulated.This system is that large formwork construction brings great convenience, and has improved operating efficiency and security reliability.
The purpose of this utility model realizes by following scheme, after climbing scaffold installs, exterior wall large form support is placed on the climbing scaffold.The front portion of falsework is provided with the horizontal back cord that connects panel, and lower rear is equipped with the adjusting supporting leg.Regulating supporting leg is connected with travelling car.Regulate supporting leg and regulate the verticality of template.The vertical position of template is regulated by the height leading screw.Travelling car arrives the matched moulds position with Template Location.During the demoulding, falsework is receded, will move behind the travelling car then, finish the template demoulding by the leading screw rotation of regulating supporting leg.When climbing, the large form support is in place by the climbing scaffold jacking.
Below in conjunction with accompanying drawing the utility model is described further.Fig. 1 is the utility model matched moulds working state schematic representation.Fig. 2 is the utility model demoulding duty and local structure schematic diagram.Each sequence number is respectively in the accompanying drawing: (1) falsework, and (2) go up horizontal back cord, and (3) are horizontal back cord down, and (4) regulate supporting leg, (5) travelling car, (6) support body girder, (7) dipping control, (8) back cord locking bail, (9) template.
With reference to Fig. 1, falsework (1) is formed formwork system with last horizontal back cord (2) and following horizontal back cord (3).Horizontal back cord (3) has a saddle down.The lower surface of template (9) is dropped on down on the saddle of horizontal back cord (3).Template (9) is connected as a single entity by back cord locking bail (8) and last horizontal back cord (2) and following horizontal back cord (3).Falsework (1) is connected with travelling car (5) by dipping control (7).Regulating supporting leg (4) is connected with falsework (1) and travelling car (5).Travelling car (5) pass support body girder (6) and with support body girder (6) on the meshing transmission of rack-and-pinion.During matched moulds, travelling car (5) is close to wall direction, makes template (9) in place in the horizontal direction, regulates the verticality of template (9) by regulating supporting leg (4), and gives (9) support forces of template.If the vertical position of template (9) has deviation, by the vertical position of height adjusting position (7) levelling template (9).
With reference to Fig. 2, during form removal, template is tilted by regulating supporting leg (4), travelling car (5) moves backward and impels template (9) level to step back, and template (9) is with the climbing scaffold last layer body of wall position of climbing.Utilize the reinforcing bar of the platform colligation upper strata body of wall in space and falsework (1) between template (9) and the body of wall.
The large form of a whole set of climbing scaffold climbs and supports and locate the function that regulation system has support, location, adjusting, the construction technology and the construction environment of large form have been improved, accelerated construction speed, improved the quality and the efficient of large formwork construction, brought great convenience to construction.
Claims (3)
1, the large form of climbing scaffold climbs and supports and locate regulation system, form by climb support body and the falsework (1) etc. that have support platform, it is characterized in that falsework (1) directly drops on the support body that climbs, the front portion of falsework (1) is provided with last horizontal back cord (2) and the following horizontal back cord (3) that is connected with template (9), described horizontal back cord (3) down has a saddle, and the lower surface of template (9) is dropped on down on the saddle of horizontal back cord (3); The lower rear of falsework (1) is equipped with regulates supporting leg (4), regulate supporting leg (4) and be connected with travelling car (5), travelling car (5) pass support body girder (6) and with support body girder (6) on the meshing transmission of rack-and-pinion.
2, the large form of climbing scaffold according to claim 1 climbs and supports and locate regulation system, it is characterized in that template (9) is connected as a single entity by back cord locking bail (8) and last horizontal back cord (2) and following horizontal back cord (3).
3, the large form of climbing scaffold according to claim 1 climbs and supports and locate regulation system, it is characterized in that falsework (1) is connected with travelling car (5) by dipping control (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02294109 CN2592784Y (en) | 2002-12-27 | 2002-12-27 | Big form climbing and supporting and locating adjustment system for climbing scaffolding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02294109 CN2592784Y (en) | 2002-12-27 | 2002-12-27 | Big form climbing and supporting and locating adjustment system for climbing scaffolding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2592784Y true CN2592784Y (en) | 2003-12-17 |
Family
ID=33751720
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02294109 Expired - Fee Related CN2592784Y (en) | 2002-12-27 | 2002-12-27 | Big form climbing and supporting and locating adjustment system for climbing scaffolding |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2592784Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101213344B (en) * | 2005-06-29 | 2011-06-08 | Peri有限公司 | Self-climbing template and/ or self-climbing frame unit with climbing cylinder |
| CN101688401B (en) * | 2007-04-20 | 2011-12-21 | 多卡工业有限责任公司 | Guide shoe and combination of a guide shoe and a climbing profile |
| CN106049857A (en) * | 2016-06-28 | 2016-10-26 | 上海建工集团股份有限公司 | Turbine screw type continuous-adjustment supporting device for hydraulic climbing formwork system |
| CN107268971A (en) * | 2017-07-05 | 2017-10-20 | 中国建筑第二工程局有限公司 | Double self-lifting type climbing frame of super high-rise building and application method |
| CN110593128A (en) * | 2019-10-14 | 2019-12-20 | 中交第二航务工程局有限公司 | Concrete bridge tower building method |
-
2002
- 2002-12-27 CN CN 02294109 patent/CN2592784Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101213344B (en) * | 2005-06-29 | 2011-06-08 | Peri有限公司 | Self-climbing template and/ or self-climbing frame unit with climbing cylinder |
| CN101688401B (en) * | 2007-04-20 | 2011-12-21 | 多卡工业有限责任公司 | Guide shoe and combination of a guide shoe and a climbing profile |
| CN106049857A (en) * | 2016-06-28 | 2016-10-26 | 上海建工集团股份有限公司 | Turbine screw type continuous-adjustment supporting device for hydraulic climbing formwork system |
| CN106049857B (en) * | 2016-06-28 | 2018-10-09 | 上海建工集团股份有限公司 | The support device of turbine screw continuously adjustable for hydraulic climbing die block system |
| CN107268971A (en) * | 2017-07-05 | 2017-10-20 | 中国建筑第二工程局有限公司 | Double self-lifting type climbing frame of super high-rise building and application method |
| CN107268971B (en) * | 2017-07-05 | 2023-07-18 | 中国建筑第二工程局有限公司 | Dual self-lifting type external climbing frame for super high-rise building and application method |
| CN110593128A (en) * | 2019-10-14 | 2019-12-20 | 中交第二航务工程局有限公司 | Concrete bridge tower building method |
| CN110593128B (en) * | 2019-10-14 | 2021-12-17 | 中交第二航务工程局有限公司 | Concrete bridge tower building method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20031217 Termination date: 20101227 |