CN202705911U - Steel anchor beam position adjusting support - Google Patents
Steel anchor beam position adjusting support Download PDFInfo
- Publication number
- CN202705911U CN202705911U CN 201220295708 CN201220295708U CN202705911U CN 202705911 U CN202705911 U CN 202705911U CN 201220295708 CN201220295708 CN 201220295708 CN 201220295708 U CN201220295708 U CN 201220295708U CN 202705911 U CN202705911 U CN 202705911U
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- Prior art keywords
- parallel
- steel anchor
- pair
- anchor beam
- frame
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Abstract
The utility model discloses a steel anchor beam position adjusting support which comprises a main body frame consisting of a rectangular top frame, a bottom frame and four longitudinal columns at four corners and erected between the top frame and the bottom frame. The steel anchor beam position adjusting support is characterized in that the top frame of the main body frame is composed of a pair of parallel horizontal beams and a pair of parallel main cross beams in a enclosing mode. The steel anchor beam position adjusting support is further provided with a pair of parallel support main beams, and the parallel support main beams and the pair of parallel horizontal beams form the bottom frame. A rectangular vertical frame is further arranged in the main body frame, and four corners of the vertical frame are sequentially connected with the horizontal beams fixedly. The steel anchor beam position adjusting support ensures the high-quality efficient in-place installation of steel anchor beams, shortens a construction period, and reduces the input engineering cost.
Description
Technical field
The utility model relates to the construction equipment of bridge engineering, refers to particularly a kind of steel anchor beam positioning support.
Background technology
At present, large bridge design both at home and abroad continues to bring out, and especially cable stayed bridge is in the majority, and construction precision, the technology content of its bridge are also more and more higher.The construction of steel anchor beam anchor type has the advantages such as structure is light, stressed clearly, king-tower concrete pulling stress is little, also is a kind of newer employing technology at home, and at home to its mounting technique and immature, the positioning support of its steel anchor beam is particularly important.
Summary of the invention
The purpose of this utility model provides the steel anchor beam positioning support that the required precision of a kind of steel anchor beam is high, construction technology is high, anchoring quality is large on the structure stress impact.
For achieving the above object, the steel anchor beam positioning support that the utility model is designed, comprise that its special character is by four main body frames that vertical column forms on the top frame of rectangle and underframe and vertical four angles that are located between both sides: the top frame of described main body frame is enclosed by the main beam of the lateral of pair of parallel and pair of parallel and consists of; Also be provided with the support girder of pair of parallel, described parallel support girder and the lateral of pair of parallel are enclosed the formation underframe; Also be provided with the rectangle stile in the described main body frame, four angles of described stile are fixedly connected with lateral successively.
As preferred version, described stile is enclosed by a pair of main beam and a column and consists of, and described stile is crossed the mid point of lateral and parallel with described column.
Further, also be provided with bearing diagonal, described bearing diagonal is fixedly connected between the described column and is diagonal in the plane at column place and arranges.
Further, described bearing diagonal is positioned at the peripheric surface of stile and main body frame.
Steel anchor beam positioning support Design of the present utility model is the shape steel bracket form, is divided into bottom support girder, subject type steel frame.The bottom support girder adopts 2 i iron, and girder is put in the cross-bridges direction; The main stress structural steel frame is arranged in the support girder top, and framework main beam, column and lateral all adopt worker's shaped steel, the bearing diagonal between crossbeam and the column, and welding shaped steel strengthens resistance to overturning as contact.
The utility model has the advantage of: the utility model has been guaranteed that the steel anchor beam is high-quality and efficient and has been in place, saved the Superstructure Construction duration, and reduced the input of engineering cost.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is side-looking structural representation of the present utility model.
Fig. 3 is plan structure schematic diagram of the present utility model.
Fig. 4 is perspective view of the present utility model.
Among the figure: 1, lateral, 2, column, 3, main beam, 4, bearing diagonal, 5, support girder, 6, main body frame, 7, the top frame, 8, underframe, 9, stile.
The specific embodiment:
Below in conjunction with the drawings and specific embodiments the utility model is further specified.
Steel anchor beam positioning support shown in the figure, comprise by four main body frames 6 that vertical column 2 forms on the top frame 7 of rectangle and underframe 8 and vertical four angles that are located between both sides, the top frame 7 of main body frame 6 is enclosed by the main beam 3 of the lateral 1 of pair of parallel and pair of parallel and consists of; Also be provided with the support girder 5 of pair of parallel, parallel support girder 5 encloses with the lateral 1 of pair of parallel and consists of underframe 8; Also be provided with rectangle stile 9 in the main body frame 6, four angles of stile 9 are fixedly connected with lateral 1 successively; Stile 9 is enclosed by a pair of main beam 3 and a column 2 and consists of, and stile 9 is crossed the mid point of laterals 1 and parallel with described column 2.
Wherein, a kind of embodiment is that steel anchor beam positioning support also is provided with bearing diagonal 4, and bearing diagonal 4 is fixedly connected between the column 2 and is diagonal in the plane at column 2 places and arranges; A kind of preferred embodiment be fixedly connected between the column 2 for bearing diagonal 4 and in the plane at column 2 places, be diagonal arrange, and bearing diagonal 4 is positioned at the peripheric surface of stile 9 and main body frame 6.
Lateral 1 in the utility model, column 2, and main beam 3 forms the main stress steel frame; Bearing diagonal 4 is welded between crossbeam and the column 2 and strengthens resistance to overturning as contact, and bottom support girder 5 forms steel anchor beam positioning support with the stressed steel frame of subject type (lateral 1, column 2, main beam 3 and bearing diagonal 4 consist of).
Claims (4)
1. steel anchor beam positioning support, comprise the main body frame (6) that is comprised of the four vertical columns (2) on the top frame (7) of rectangle and underframe (8) and vertical four angles that are located between both sides, it is characterized in that: the top frame (7) of described main body frame (6) encloses formation by the lateral (1) of pair of parallel and the main beam (3) of pair of parallel; Also be provided with the support girder (5) of pair of parallel, described parallel support girder (5) encloses with the lateral (1) of pair of parallel and consists of underframe (8); Also be provided with rectangle stile (9) in the described main body frame (6), four angles of described stile (9) are fixedly connected with lateral (1) successively.
2. steel anchor beam according to claim 1 positioning support, it is characterized in that: described stile (9) encloses formation by a pair of main beam (3) and a column (2), the mid point of described stile (9) mistake lateral (1) and parallel with described column (2).
3. steel anchor beam according to claim 1 and 2 positioning support, it is characterized in that: also be provided with bearing diagonal (4), described bearing diagonal (4) is fixedly connected between the described column (2) and is diagonal in the plane at column (2) place and arranges.
4. steel anchor beam according to claim 3 positioning support, it is characterized in that: described bearing diagonal (4) is positioned at the peripheric surface of stile (9) and main body frame (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220295708 CN202705911U (en) | 2012-06-21 | 2012-06-21 | Steel anchor beam position adjusting support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220295708 CN202705911U (en) | 2012-06-21 | 2012-06-21 | Steel anchor beam position adjusting support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202705911U true CN202705911U (en) | 2013-01-30 |
Family
ID=47586229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220295708 Expired - Fee Related CN202705911U (en) | 2012-06-21 | 2012-06-21 | Steel anchor beam position adjusting support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202705911U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106312423A (en) * | 2016-10-25 | 2017-01-11 | 中铁五局集团有限公司 | Tool jig frame for manufacturing steel structure box bridge |
-
2012
- 2012-06-21 CN CN 201220295708 patent/CN202705911U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106312423A (en) * | 2016-10-25 | 2017-01-11 | 中铁五局集团有限公司 | Tool jig frame for manufacturing steel structure box bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Zhao Inventor after: Pan Zhongming Inventor after: Zhu Xiaoming Inventor after: Sun Keqiang Inventor after: Zhao Junke Inventor after: Tian Xinping Inventor after: Chen Jie Inventor before: Chen Jie Inventor before: Pan Zhongming Inventor before: Zhu Xiaoming Inventor before: Zhao Junke Inventor before: Tian Xinping |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: CHEN JIE PAN ZHONGMING ZHU XIAOMING ZHAO JUNKE TIAN XINPING TO: ZHANG ZHAO PAN ZHONGMING ZHU XIAOMING SUN KEQIANG ZHAO JUNKE TIAN XINPING CHEN JIE |
|
| 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: 20130130 Termination date: 20180621 |