CN101225709A - Adjustable corbel system - Google Patents
Adjustable corbel system Download PDFInfo
- Publication number
- CN101225709A CN101225709A CNA2008100545296A CN200810054529A CN101225709A CN 101225709 A CN101225709 A CN 101225709A CN A2008100545296 A CNA2008100545296 A CN A2008100545296A CN 200810054529 A CN200810054529 A CN 200810054529A CN 101225709 A CN101225709 A CN 101225709A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- adjustable
- construction
- corbel
- corbels
- 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.)
- Granted
Links
Images
Landscapes
- Movable Scaffolding (AREA)
Abstract
The invention relates to an adjustable corbel system used for the mold modification in the hydraulic sliding mould system in construction, belonging to the technical field of the equipment in construction, solving the problem that the mold modification in present hydraulic sliding mould system is uneconomical and not safe and delays the construction period. The adjustable corbel system comprises two corbels connected with a mould, which is characterized in that two slide ways for the corbels to slide are arranged at the top and lower parts of the corbels; the slide ways are fixed at a lifting frame; the outer ends of two corbels are connected through a rectangular steel plate; a threaded hole with a screw sleeved on is arranged at the center of the rectangular steel plate; the head of the screw is fixed at the lifting frame. The adjustable corbel system used for the mold modification in the hydraulic sliding mould system in construction has the advantages that the location of the mould can be changed only by utilizing the suspended scaffolding of the original mould system to adjust the screw of the corbel, instead of arranging other scaffolding; since the mold modification just lasts half a day, the adjustable corbel system saves for the construction item 80% cost of labor, construction period, the cost of equipment and materials; the adjustable corbel system brings remarkable economic benefit.
Description
Technical field
The invention belongs to the building operations apparatus technology, be specifically related to a kind of being applicable to and change the adjustable corbel system that the mould operation is used in the building operations in the hydraulic climbing template system.
Background technology
Existing hydraulic climbing template system, as shown in Figure 1, when the size of vertical structure changes, need stripping, install again, and many operations all belong to work high above the ground, needing to set up scaffold to template change position from the bottom operates, promptly uneconomical, dangerous again, but also delay the duration.When template position is regulated, even if operation on the platform of setting up in addition also approximately needs 4-5 days time.As shown in Figure 3, corbel system directly is fixed on the hoisting frame by bolt, and template, to take the lead, promote all to be relatively-stationary.
Summary of the invention
To change the mould operational method uneconomical, dangerous in order to solve in the prior art hydraulic climbing template in the present invention, and delay the problem of duration, and a kind of adjustable corbel system is provided.
The present invention adopts following technical scheme to realize: a kind of adjustable corbel system, comprise that two of being connected with template take the lead, the upper and lower slideway that slides for taking the lead that is provided with is characterized in that taking the lead, slideway is fixed on the hoisting frame, two outer ends of taking the lead connect by rectangular steel plates, the rectangular steel plates center is established screwed hole and is installed with screw rod, and screw head is fixed on the hoisting frame.
The fixed structure of screw rod is made of the steel plate one that is used for positioning screw, steel plate two, steel plate three, steel plate one and hoisting frame welding, steel plate three comprises upper plate, lower plate, and lower plate is welded to connect with steel plate one and steel plate two bottoms respectively, and upper plate is plugged between steel plate one top and steel plate two tops.
Now the corbel system in original hydraulic climbing template system is transformed, become the screw adjustable corbel system, translation in the slideway that is fixed in the hoisting frame corresponding site with the advance and retreat of control template, reaches the purpose that changes the vertical structure template size.
The relative prior art of the present invention has following beneficial effect: after adopting corbel system of the present invention, when changing, template need not set up scaffold more in addition, only need utilize and hang the take the lead adjusting of screw rod of scaffold in the original template system, can change template position, change template and only need use time half a day, save labour cost 80%, saved the duration for work items, and saved equipment, cost of materials, economic benefit is obvious.
Description of drawings
Fig. 1 is a sliding form apparatus schematic diagram in the prior art
Fig. 2 gets the sliding form apparatus schematic diagram for using corbel system of the present invention
Fig. 3 is the A-A sectional drawing of Fig. 1
Fig. 4 is the B-B sectional drawing of Fig. 2
Fig. 5 is the C-C sectional drawing of Fig. 4
Fig. 6 is the schematic diagram of steel plate 1
Fig. 7 is the schematic diagram of steel plate 2
Fig. 8 is the schematic diagram of steel plate 3
Among the figure: 1-bearing bar, 2-stop, 3-jack, 4-oil pipe, the 5-hoisting frame, the 6-reinforcing bar, the 7-operating platform, 8-takes the lead, the 9--enclosure, 10-template, 11-bolt, 12-slideway, the 13-screw rod, 14-rectangular steel plates, 15-steel plate one, 16-steel plate two, 17-steel plate three, 18-upper plate, the 19-lower plate, 20-changes vertical structure position, back, the former vertical structure of 21-position
The specific embodiment
In conjunction with the accompanying drawings the specific embodiment of the present invention is described further, embodiment is used for illustrating of the present invention, rather than it is imposed any restrictions.
Shown in Fig. 2,4,5, adjustable corbel system, comprise that two of being connected with template 10 take the lead 8, the 8 upper and lower slideways 12 that slide for taking the lead that are provided with is characterized in that taking the lead, slideway 12 is fixed on the hoisting frame 5, two take the lead 8 outer ends by rectangular steel plates 14 connections, and rectangular steel plates 14 centers are established screwed hole and are installed with screw rod 13, and screw rod 13 heads are fixed on the hoisting frame 5.
Shown in Fig. 5,6,7, the fixed structure of screw rod 13 is made of the steel plate 1 that is used for positioning screw 13, steel plate 2 16, steel plate 3 17, steel plate 1 and hoisting frame 5 welding, steel plate 3 17 comprises upper plate 18, lower plate 19, lower plate 19 is welded to connect with steel plate 1 and steel plate 2 16 bottoms respectively, and upper plate 18 is plugged between steel plate one 15 tops and steel plate 2 16 tops.
As shown shown in 2: screw rod 13 translation in the slideway 12 that is fixed in hoisting frame 5 corresponding sites with the advance and retreat of control template 10, reaches the purpose that changes the vertical structure template size.After adopting system of the present invention, need not set up scaffold more in addition when template 10 is changed, only need utilize and hang the take the lead adjusting of screw rod of scaffold in the original template system, can change template position.
Claims (2)
1. adjustable corbel system, comprise two take the lead (8) being connected with template (10), (8) upper and lower slideway (12) that slides for taking the lead that is provided with is characterized in that taking the lead, slideway (12) is fixed on the hoisting frame (5), two take the lead (8) outer end by rectangular steel plates (14) connection, rectangular steel plates (14) center is established screwed hole and is installed with screw rod (13), and screw rod (13) head is fixed on the hoisting frame (5).
2. adjustable corbel system according to claim 1, the fixed structure that it is characterized in that screw rod (13) is made of the steel plate one (15) that is used for positioning screw (13), steel plate two (16), steel plate three (17), steel plate one (15) and hoisting frame (5) welding, steel plate three (17) comprises upper plate (18), lower plate (19), lower plate (19) is welded to connect with steel plate one (15) and steel plate two (16) bottoms respectively, and upper plate (18) is plugged between steel plate one (15) top and steel plate two (16) tops.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB2008100545296A CN100549347C (en) | 2008-02-01 | 2008-02-01 | Adjustable corbel system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB2008100545296A CN100549347C (en) | 2008-02-01 | 2008-02-01 | Adjustable corbel system |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101225709A true CN101225709A (en) | 2008-07-23 |
CN100549347C CN100549347C (en) | 2009-10-14 |
Family
ID=39857888
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNB2008100545296A Active CN100549347C (en) | 2008-02-01 | 2008-02-01 | Adjustable corbel system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN100549347C (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111550040A (en) * | 2020-05-06 | 2020-08-18 | 中国建筑股份有限公司 | Adjustable bearing seat for variable cross-section creeping formwork construction and use method thereof |
CN114165048A (en) * | 2021-12-15 | 2022-03-11 | 山东方大工程有限责任公司 | Raw coal bunker slip form system |
CN114232985A (en) * | 2021-12-28 | 2022-03-25 | 广东科能工程管理有限公司 | Jacking stroke control method for sliding formwork construction of material silo |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2038131U (en) * | 1988-06-22 | 1989-05-24 | 北京利建模板联合公司 | Large size modularized form panel used as slip form |
DE19943082C1 (en) * | 1999-07-23 | 2001-02-08 | Zueblin Ag | Method and device for producing towers of great height and great diameter from reinforced concrete in sliding formwork |
CN200968056Y (en) * | 2006-11-17 | 2007-10-31 | 山西焦煤集团有限责任公司 | Slipping form |
CN201158938Y (en) * | 2008-02-01 | 2008-12-03 | 山西第六建筑有限公司 | Adjustable corbel out system |
-
2008
- 2008-02-01 CN CNB2008100545296A patent/CN100549347C/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111550040A (en) * | 2020-05-06 | 2020-08-18 | 中国建筑股份有限公司 | Adjustable bearing seat for variable cross-section creeping formwork construction and use method thereof |
CN111550040B (en) * | 2020-05-06 | 2022-01-18 | 中国建筑股份有限公司 | Adjustable bearing seat for variable cross-section creeping formwork construction and use method thereof |
CN114165048A (en) * | 2021-12-15 | 2022-03-11 | 山东方大工程有限责任公司 | Raw coal bunker slip form system |
CN114232985A (en) * | 2021-12-28 | 2022-03-25 | 广东科能工程管理有限公司 | Jacking stroke control method for sliding formwork construction of material silo |
CN114232985B (en) * | 2021-12-28 | 2023-02-03 | 广东科能工程管理有限公司 | Jacking stroke control method for sliding formwork construction of material silo |
Also Published As
Publication number | Publication date |
---|---|
CN100549347C (en) | 2009-10-14 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201865054U (en) | Hydraulic climbing formwork device for high bridge pier | |
CN110056374B (en) | Construction device and construction method for variable-section tunnel | |
CN204934670U (en) | A kind of electric drill auxiliary stand | |
CN202850484U (en) | Safety mechanism for building construction climbing template | |
CN202000658U (en) | Hydraulic climbing system for wall-attached support frame | |
CN203542831U (en) | Precast concrete production system and demolding mechanism thereof | |
CN100549347C (en) | Adjustable corbel system | |
CN202850497U (en) | Hydraulic telescopic device used for elevator shaft mold | |
CN202081640U (en) | Lifting formwork used for building of elevator shaft | |
CN101113642A (en) | Formworkfor elevator well of high rising building and construction method thereof | |
CN104929660B (en) | Formation and construction set for continuous open-cut tunnel | |
CN201158938Y (en) | Adjustable corbel out system | |
CN206048254U (en) | A kind of seamless spliced installation adjusting device of truss robot multistage beam guideway | |
CN204824004U (en) | Hydraulic pressure heavy load is from lift platform | |
CN207583391U (en) | One kind two serves as a contrast plug steel end mould | |
CN201539097U (en) | Full hydraulic climbing template | |
CN202280259U (en) | Correcting fixture for box steel columns | |
CN205223861U (en) | Capable system is walked to cast -in -place simple box girder centre form of high -efficient support | |
CN201447862U (en) | Instrumental operating platform used for elevator shaft shear wall shuttering erection | |
CN201195940Y (en) | Hoisting template for integral elevator hoistway | |
CN203701552U (en) | Attached scaffold for lifted through worm, gear and screw rod | |
CN2770895Y (en) | Movable dieframe for storing large-sized dies | |
CN203769307U (en) | Early-removal adjustable ejection rod device for building formwork | |
CN202559747U (en) | Foot portion supporting and size control device of aluminum alloy shear wall template | |
CN202925471U (en) | Hydraulic formwork system for high pier construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address | ||
CP03 | Change of name, title or address |
Address after: 030032 5th floor, block B, building 1, No.8 Xinhua Road, Taiyuan demonstration area, Shanxi Province Patentee after: SHANXI SIXTH CONSTRUCTION GROUP Co.,Ltd. Address before: 030024 No. 192 Heping South Road, Shanxi, Taiyuan Patentee before: Shanxi Sixth Construction Group Co.,Ltd. |