CN202299465U - Quick adjustment device for steel beam hoisting - Google Patents
Quick adjustment device for steel beam hoisting Download PDFInfo
- Publication number
- CN202299465U CN202299465U CN2012200506819U CN201220050681U CN202299465U CN 202299465 U CN202299465 U CN 202299465U CN 2012200506819 U CN2012200506819 U CN 2012200506819U CN 201220050681 U CN201220050681 U CN 201220050681U CN 202299465 U CN202299465 U CN 202299465U
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- CN
- China
- Prior art keywords
- plate
- locating plates
- interim location
- temporary locating
- bolt
- 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
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Abstract
The utility model relates to a quick adjustment device for steel beam hoisting, belonging to a tool specially used for rapidly and accurately installing a high-strength bolt of a high-rise heavy steel structure building. The quick adjustment device for steel beam hoisting comprises first temporary locating plates (1), bolt fixing holes (2), a quick connecting piece (4), adjusting bolt holes (5), a jack (6) and second temporary locating plates (8) which are arranged in a movable rectangular adjusting frame (7), wherein the number of the first temporary locating plates (1) and the number of the second temporary locating plates (8) are respectively two; the first temporary locating plates (1) are respectively provided with the bolt fixing hole (2); the second temporary locating plates (8) are respectively provided with the adjusting bolt hole (5); the quick connecting piece (4) is in a plate shape; one end of the quick connecting piece (4) is fixed by the first temporary locating plates (1), and the other end of the quick connecting piece (4) is fixed by the second temporary locating plates (8); and the jack (6) is arranged on an inner wall at one end of the second temporary locating plates (8) and the movable rectangular adjusting frame (7). According to the quick adjustment device, the high-strength bolt arranged at a joint of a steel beam can be rapidly and accurately installed, and the passing rate of the high-strength bolt can be guaranteed.
Description
Technical field
A kind of girder steel lifting fast adjuster belongs to high-rise heavy type/frame type steel building high-strength bolt installation special tool quick and precisely.
Background technology
At present; High-rise Heavy Type Steel Structure building continues to greatly develop as the landmark building in a city at home, at the hoisted in position of girder steel and adjust when in place; The form that is adopted differs; But the phenomenon of ubiquity insufficiency face, only having considered of having is temporary fixed in place, but the adjustment timing time-consuming, take a lot of work, require great effort, take material; Correspondingly bring great potential safety hazard, also guaranteed not workmanship.
Practical fresh content
The technical problem that the utility model will solve is: overcome the problem that prior art exists, provide a kind of have can quick adjustment in place, but save time, laborsaving, the easy accessibility recycling rate of waterused high, practice thrift the girder steel lifting fast adjuster of use cost.
The technical scheme that technical problem adopted that the utility model will solve is: this girder steel lifting fast adjuster; Comprise portable rectangle conditioning box, be installed in the first interim location-plate, bolt hole, quick connector, adjusting bolt hole, jack and the second interim location-plate in the portable rectangle conditioning box; The first interim location-plate and the second interim location-plate are two boards; The first interim location-plate is provided with the bolt hole; The second interim location-plate is provided with the adjusting bolt hole, and connector is tabular fast, and an end is fixed through the first interim location-plate; The other end is fixed through the second interim location-plate, and jack is installed on the inwall of the second interim location-plate and portable rectangle conditioning box one end.
Regulate bolt hole be shaped as ellipse or two ends are the grooved of semicircle.
Operating principle
During use; The interim location-plate of making is welded on the finished product member; In advance quick connector is linked together with set bolt; Utilize temporary fixed bolt to carry out temporary fixed the connection to quick connector with interim location-plate after the lifting, check the differential location and the size of girder steel joint connecting cleat and girder steel connecting hole, utilize portable rectangle conditioning box and jack to regulate in place.
Compared with prior art; The girder steel lifting beneficial effect that fast adjuster had of the utility model is: owing to adopt quick connector to be connected fast with interim location-plate through temporary fixed bolt is installed; Utilize jack to regulate the length direction of elliptic bolt hole; Portable rectangle conditioning box conveniently moving can be installed high-strength bolt fast and accurately.Accomplish to save time, laborsaving, saving of labor, material-saving, both guaranteed efficiency of construction and safety, guaranteed construction quality again.This girder steel lifting fast adjuster also can repeat to use.
Description of drawings
Fig. 1 is that the master of the utility model looks sketch map;
Fig. 2 is the schematic top plan view of the utility model.
Fig. 1-2 is the most preferred embodiment of the girder steel lifting fast adjuster of the utility model.
Wherein: 1 first interim location-plate, 2 bolt holes, 3 temporary fixed bolt 4 quick connectors 5 are regulated bolt hole 6 jack 7 portable rectangle conditioning box 8 second interim location-plates.
The specific embodiment
Below in conjunction with accompanying drawing 1-2 the girder steel lifting fast adjuster of the utility model is further specified:
With reference to accompanying drawing 1-2:
This girder steel lifting fast adjuster; Comprise portable rectangle conditioning box 7, be installed in the first interim location-plate 1 in the portable rectangle conditioning box 7, bolt hole 2, connector 4, adjusting bolt hole 5, jack 6 and the second interim location-plate 8 fast; The first interim location-plate 1 and the second interim location-plate 8 are two boards; The first interim location-plate 1 is provided with bolt hole 2; The second interim location-plate 8 is provided with regulates bolt hole 5, and that regulates bolt hole 5 is shaped as the quick connector 4 of ellipse for tabular, and an end is fixed through the first interim location-plate 1; The other end is fixed through the second interim location-plate 8, and jack 6 is installed on the inwall of the second interim location-plate 8 and portable rectangle conditioning box 7 one ends.
The shape of regulating bolt hole 5 can also be designed to the grooved of two ends semicircle.
The operating principle and the course of work are following:
During use; The first interim location-plate of making 1 is welded on the finished product member, in advance quick connector 4 bolt holes 2 one ends is linked together with bolt, utilize temporary fixed bolt 3 to carry out temporary fixed the connection to quick connector 4 with the second interim location-plate 8 after the lifting; Check the differential location and the size of girder steel joint connecting cleat and girder steel connecting hole; It is in place to utilize portable rectangle conditioning box 7 and jack 6 to regulate, and high-strength bolt is installed fast and accurately, accomplishes to save time, laborsaving, saving of labor, material-saving; Both guarantee efficiency of construction and safety, guaranteed construction quality again.
The above; It only is the preferred embodiment of the utility model; Be not to be the restriction of the utility model being made other form, any professional and technical personnel of being familiar with possibly utilize the technology contents of above-mentioned announcement to change or be modified as the equivalent embodiment of equivalent variations.But every the utility model technical scheme content that do not break away to any simple modification, equivalent variations and remodeling that above embodiment did, still belongs to the protection domain of the utility model technical scheme according to the technical spirit of the utility model.
Claims (2)
1. girder steel lifts fast adjuster; Comprise portable rectangle conditioning box (7), be installed in the first interim location-plate (1), bolt hole (2), quick connector (4), adjusting bolt hole (5), jack (6) and the second interim location-plate (8) in the portable rectangle conditioning box (7); The first interim location-plate (1) and the second interim location-plate (8) are two boards; The first interim location-plate (1) is provided with bolt hole (2); The second interim location-plate (8) is provided with regulates bolt hole (5), and connector (4) is tabular fast, and an end is fixing through the first interim location-plate (1); The other end is fixing through the second interim location-plate (8), and jack (6) is installed on the inwall of the second interim location-plate (8) and portable rectangle conditioning box (7) one ends.
2. girder steel according to claim 1 lifting fast adjuster is characterized in that: regulate bolt hole (5) be shaped as ellipse or two ends are the grooved of semicircle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012200506819U CN202299465U (en) | 2012-02-16 | 2012-02-16 | Quick adjustment device for steel beam hoisting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2012200506819U CN202299465U (en) | 2012-02-16 | 2012-02-16 | Quick adjustment device for steel beam hoisting |
Publications (1)
Publication Number | Publication Date |
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CN202299465U true CN202299465U (en) | 2012-07-04 |
Family
ID=46368391
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2012200506819U Expired - Fee Related CN202299465U (en) | 2012-02-16 | 2012-02-16 | Quick adjustment device for steel beam hoisting |
Country Status (1)
Country | Link |
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CN (1) | CN202299465U (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103835516A (en) * | 2014-03-18 | 2014-06-04 | 中国三冶集团有限公司建筑安装工程公司 | H-type steel beam installation gap adjusting device and use method thereof |
CN103924518A (en) * | 2014-04-03 | 2014-07-16 | 上海市机械施工集团有限公司 | Track beam setting up device and method |
CN105350787A (en) * | 2015-11-06 | 2016-02-24 | 中国十七冶集团有限公司 | Rapid placing method of steel structural beam column |
CN106193622A (en) * | 2016-07-29 | 2016-12-07 | 中国冶集团有限公司 | H profile steel beam docking node locating installation method |
CN108060782A (en) * | 2017-10-31 | 2018-05-22 | 中建钢构有限公司 | The installation method and auxiliary mounting tool of girder steel element |
CN112112074A (en) * | 2020-08-18 | 2020-12-22 | 中铁九局集团第四工程有限公司 | Method for sectional construction of unsupported large-span hyperbolic span urban viaduct steel box girder |
CN114457915A (en) * | 2022-02-23 | 2022-05-10 | 中国建筑一局(集团)有限公司 | Rapid installation node structure for super high-rise complex steel structure and steel structure installation method |
-
2012
- 2012-02-16 CN CN2012200506819U patent/CN202299465U/en not_active Expired - Fee Related
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103835516A (en) * | 2014-03-18 | 2014-06-04 | 中国三冶集团有限公司建筑安装工程公司 | H-type steel beam installation gap adjusting device and use method thereof |
CN103835516B (en) * | 2014-03-18 | 2015-11-25 | 中国三冶集团有限公司 | A kind of H profile steel beam installs gap adjusting device and using method thereof |
CN103924518A (en) * | 2014-04-03 | 2014-07-16 | 上海市机械施工集团有限公司 | Track beam setting up device and method |
CN105350787A (en) * | 2015-11-06 | 2016-02-24 | 中国十七冶集团有限公司 | Rapid placing method of steel structural beam column |
CN106193622A (en) * | 2016-07-29 | 2016-12-07 | 中国冶集团有限公司 | H profile steel beam docking node locating installation method |
CN108060782A (en) * | 2017-10-31 | 2018-05-22 | 中建钢构有限公司 | The installation method and auxiliary mounting tool of girder steel element |
CN112112074A (en) * | 2020-08-18 | 2020-12-22 | 中铁九局集团第四工程有限公司 | Method for sectional construction of unsupported large-span hyperbolic span urban viaduct steel box girder |
CN114457915A (en) * | 2022-02-23 | 2022-05-10 | 中国建筑一局(集团)有限公司 | Rapid installation node structure for super high-rise complex steel structure and steel structure installation method |
CN114457915B (en) * | 2022-02-23 | 2023-10-27 | 中国建筑一局(集团)有限公司 | Rapid installation node structure for super high-rise complex steel structure and steel structure installation method |
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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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120704 Termination date: 20200216 |