CN201722935U - Steel column cable wind rope correction structure - Google Patents
Steel column cable wind rope correction structure Download PDFInfo
- Publication number
- CN201722935U CN201722935U CN2010202326116U CN201020232611U CN201722935U CN 201722935 U CN201722935 U CN 201722935U CN 2010202326116 U CN2010202326116 U CN 2010202326116U CN 201020232611 U CN201020232611 U CN 201020232611U CN 201722935 U CN201722935 U CN 201722935U
- Authority
- CN
- China
- Prior art keywords
- steel column
- cable wind
- groups
- hands
- wind rope
- 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.)
- Expired - Fee Related
Links
Images
Abstract
The utility model relates to a steel column cable wind rope correction structure which comprises a theodolite and a cable wind rope. Four groups of chain hoists or winches are arranged in the work plane which takes a tested steel column as the center, and the connection lines of action ends between four groups of chain hoists or winches are cruciform; space from each chain hoist or winch to the center of the bottom end of the tested steel column is equal, one end of four cable wind ropes is respectively connected with the top end of the steel column, and the other end is connected with the chain hoists or winches; two groups of theodolite are respectively arranged on one side of two adjacent groups of chain hoists or winches. The utility model is the safe, economical and efficient steel column correction structure with simple structure, can realize three-dimensional correction construction and is convenient to regulate the verticality of the steel column.
Description
Technical field
The utility model relates to installation, the correcting structure of steel column in a kind of high-rise steel structure construction and installation process, particularly a kind of steel column cable wind rope correcting structure.
Background technology
In recent years, the domestic construction industry gradually adopts a large amount of steel work, and steel column application quantity in steel work is bigger.When steel column was installed in traditional high-rise steel structure, the method for three-dimensional adjusting was to adopt iron wedge, backing plate, crowbar etc., and technology is relatively backward, and dangerous, and work efficiency is low, and accuracy is not high yet.Summary of the invention
The purpose of this utility model is exactly the weak point in the background technology, and a kind of steel column cable wind rope correcting structure of installing and using be convenient to is provided.
For achieving the above object, the utility model adopts following technical scheme: steel column cable wind rope correcting structure, comprise transit and cable wind rope, be to be provided with four groups of bottle gouards moved by hands or hoist engine in the working face at center with tested steel column, effect end line between four groups of bottle gouards moved by hands or the hoist engine is " ten " font, and each bottle gouard moved by hands or hoist engine to the distance of tested steel column bottom center equates, four cable wind rope difference one ends are connected with the steel column top, the other end is connected with bottle gouard moved by hands or hoist engine, and two groups of transits are placed on a side of two adjacent groups bottle gouard moved by hands or hoist engine respectively.
For a kind of optimization of the present utility model, described bottle gouard moved by hands or hoist engine are fixedlyed connected with working face.
For a kind of optimization of the present utility model, the angle of the effect end line between four groups of bottle gouards moved by hands or the hoist engine is 90 °.
The utility model is compared with background technology, has simple in structure, safety, economy, steel column correcting structure efficiently, and this adjustment structure can realize three-dimensional adjusting construction, the verticality of being convenient to regulate steel column.
Description of drawings
Fig. 1 is the structural representation of steel column cable wind rope correcting structure.
The specific embodiment
Embodiment 1: with reference to Fig. 1.Steel column cable wind rope correcting structure, comprise transit and cable wind rope, be to be provided with four groups of bottle gouards moved by hands or hoist engine in the working face 5 at center with tested steel column, effect end line between four groups of bottle gouards moved by hands or the hoist engine 4 is " ten " font, and each bottle gouard moved by hands or hoist engine 4 to the distance of tested steel column 1 bottom center equates, four cable wind rope 2 one ends are connected with the top of steel column 1 respectively, the other end is connected with bottle gouard moved by hands or hoist engine 4 respectively, and two groups of transits 3 are placed on a side of two adjacent groups bottle gouard moved by hands or hoist engine 4 respectively.Described bottle gouard moved by hands or hoist engine 4 are fixedlyed connected with working face 5.The angle a of the effect end line between four groups of bottle gouards moved by hands or the hoist engine 4 is 90 °.
What need understand is: though present embodiment is to the utility model detailed explanation of contrasting; but these explanations; just to simple declaration of the present utility model; rather than to restriction of the present utility model; any innovation and creation that do not exceed in the utility model connotation all fall in the protection domain of the present utility model.
Claims (3)
1. steel column cable wind rope correcting structure, comprise transit and cable wind rope, it is characterized in that: be to be provided with four groups of bottle gouards moved by hands or hoist engine in the working face at center with tested steel column, effect end line between four groups of bottle gouards moved by hands or the hoist engine is " ten " font, and each bottle gouard moved by hands or hoist engine to the distance of tested steel column bottom center equates, four cable wind rope difference one ends are connected with the steel column top, the other end is connected with bottle gouard moved by hands or hoist engine, and two groups of transits are placed on a side of two adjacent groups bottle gouard moved by hands or hoist engine respectively.
2. steel column cable wind rope correcting structure according to claim 1, it is characterized in that: described bottle gouard moved by hands or hoist engine are fixedlyed connected with working face.
3. steel column cable wind rope correcting structure according to claim 1 is characterized in that: the angle a of the effect end line between four groups of bottle gouards moved by hands or the hoist engine is 90 °.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010202326116U CN201722935U (en) | 2010-06-22 | 2010-06-22 | Steel column cable wind rope correction structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010202326116U CN201722935U (en) | 2010-06-22 | 2010-06-22 | Steel column cable wind rope correction structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201722935U true CN201722935U (en) | 2011-01-26 |
Family
ID=43491253
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010202326116U Expired - Fee Related CN201722935U (en) | 2010-06-22 | 2010-06-22 | Steel column cable wind rope correction structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201722935U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110984612A (en) * | 2019-12-04 | 2020-04-10 | 中建二局第一建筑工程有限公司 | Steel column correcting and fixing structure |
CN111719872A (en) * | 2020-06-16 | 2020-09-29 | 中国建筑第八工程局有限公司 | Magnetic attraction device and method for temporary fixing and installation correction of section steel component |
CN115059077A (en) * | 2022-07-28 | 2022-09-16 | 安徽送变电工程有限公司 | Yangtze river large-span foundation plug-in type steel pipe positioning precision control system and method |
-
2010
- 2010-06-22 CN CN2010202326116U patent/CN201722935U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110984612A (en) * | 2019-12-04 | 2020-04-10 | 中建二局第一建筑工程有限公司 | Steel column correcting and fixing structure |
CN111719872A (en) * | 2020-06-16 | 2020-09-29 | 中国建筑第八工程局有限公司 | Magnetic attraction device and method for temporary fixing and installation correction of section steel component |
CN115059077A (en) * | 2022-07-28 | 2022-09-16 | 安徽送变电工程有限公司 | Yangtze river large-span foundation plug-in type steel pipe positioning precision control system and method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201722935U (en) | Steel column cable wind rope correction structure | |
CN204038849U (en) | A kind of cable drum lifting device | |
CN203593556U (en) | High safety tower crane | |
CN204139627U (en) | The anti-wear cover cage of wire rope | |
CN204434104U (en) | A kind of loop wheel machine test under load frock | |
CN203461720U (en) | Simple cantilever hoisting machine | |
CN204407790U (en) | A kind of insulation gin pole for getting out wire jumper | |
CN202492845U (en) | Ground anchor capable of serially anchoring | |
CN202245861U (en) | Device capable of integrally elevating ultrahigh large-span heavy-duty steel vestibule | |
CN204385786U (en) | Multi-functional prestressed concrete pipe pile antibending shear resistance system | |
CN201756422U (en) | Two-head-suspension tower crane | |
CN204569238U (en) | Omnipotent bracing or strutting arrangement bottom a kind of tower crane | |
CN203996791U (en) | The self-service ferry-boat of a kind of wire rope traction | |
CN201990947U (en) | Overall bracket for capping beam | |
CN203782575U (en) | Stay cable hanging and tension construction device | |
CN202467221U (en) | Power plant main workshop steel roof truss hoisting lifting device | |
CN102561201A (en) | T-beam installer | |
CN202704912U (en) | Rope guide device applied to well drilling winch | |
CN204233976U (en) | For the device that the lifting of denitrification apparatus catalyst module is installed | |
CN204475870U (en) | Straight support girder prestressing force adjusting device | |
CN204980842U (en) | Crane girder hoist and mount special lifting device | |
CN203998730U (en) | Crane arm pull bar anchor fitting, crane arm and tower crane | |
CN203359843U (en) | Tower base component | |
CN201506695U (en) | Sinking hoist electric control cabinet rainproof apparatus | |
CN203143965U (en) | Hydraulic cage hoisting device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110126 Termination date: 20150622 |
|
EXPY | Termination of patent right or utility model |