CN201865051U - Steel suspension box - Google Patents
Steel suspension box Download PDFInfo
- Publication number
- CN201865051U CN201865051U CN2010206018631U CN201020601863U CN201865051U CN 201865051 U CN201865051 U CN 201865051U CN 2010206018631 U CN2010206018631 U CN 2010206018631U CN 201020601863 U CN201020601863 U CN 201020601863U CN 201865051 U CN201865051 U CN 201865051U
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- CN
- China
- Prior art keywords
- steel box
- construction
- skeleton
- model
- box
- 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 provides a steel suspension box which comprises a bottom plate and a wall board, and is characterized by further comprising a framework, an internal support and a main beam.
Description
Technical field
The utility model relates to the over-water construction technology, particularly relates to a kind of steel box that is applicable to subaqueous construction.
Background technology
Construct on over-water construction and the traditional road and compare, has the construction environment complexity, execution conditions are abominable, meteorological condition is changeable, unhandy shortcoming is especially for the pier stud construction of bearing large bridge, the large steel suspension box integral construction method that adopts at present, utilize the steel box construction of integral solder, transportation by driving, crane barge installation on the bank, can improve processing conditions.Improve efficiency of construction, improve construction quality.
The steel box is to realize the key structure of subaqueous construction to the over-water construction conversion as the water-bound that encloses of large span deep water bridge pile foundation highrise pile cap construction, and the bed rearrangement bridge construction is played crucial effects.Employing has end double-walled steel box to enclose water-bound as bearing platform construction, and its processing, transportation and installation quality are decision bearing platform construction key of success.
Summary of the invention
The purpose of this utility model is to provide a kind of steel box that is applicable to large steel suspension box integral construction method.
The technical solution of the utility model is as follows:
A kind of steel box, described steel box comprises base plate and wallboard, also comprises skeleton, interior support and girder.
Described skeleton comprises main framing and time skeleton.
The interior outside of described steel box is provided with support.
Technique effect of the present utility model is as follows:
The utility model provides a kind of novel steel box, by girder, main framing, inferior skeleton are set, and inside and outside support is set all, the rigidity of structure that can better adapt to large steel suspension box, adapt to and carry out integral body processing on the coast, then with the steel box finished through the water mode be transported to the job site and carry out installation, to improve construction speed, raise the efficiency.
Description of drawings
Figure 1 shows that structural representation of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.
Steel box 1 inside comprises girder 2, and main framing 3, inferior skeleton 4, supports 5 and outer the support in also including.
Its middle girder 2 can adopt the shaped steel preparation of big model, and is welded in the inside of steel box.Main framing 3 and time skeleton 4 can adopt the shaped steel preparation of model less than girder 2, and are weldingly fixed on the inside panel of steel box.
Claims (3)
1. steel box, described steel box comprises base plate and wallboard, it is characterized in that: described steel box also comprises skeleton, interior support and girder.
2. steel box as claimed in claim 1 is characterized in that: described skeleton comprises main framing and time skeleton.
3. steel box as claimed in claim 2 is characterized in that: the interior outside of described steel box is provided with support.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010206018631U CN201865051U (en) | 2010-11-11 | 2010-11-11 | Steel suspension box |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010206018631U CN201865051U (en) | 2010-11-11 | 2010-11-11 | Steel suspension box |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201865051U true CN201865051U (en) | 2011-06-15 |
Family
ID=44136211
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010206018631U Expired - Fee Related CN201865051U (en) | 2010-11-11 | 2010-11-11 | Steel suspension box |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201865051U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103243727A (en) * | 2013-05-28 | 2013-08-14 | 中交路桥华南工程有限公司 | Vertical rotation method for cofferdam |
CN103255775A (en) * | 2013-05-28 | 2013-08-21 | 中交路桥华南工程有限公司 | Method for installing cofferdam |
-
2010
- 2010-11-11 CN CN2010206018631U patent/CN201865051U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103243727A (en) * | 2013-05-28 | 2013-08-14 | 中交路桥华南工程有限公司 | Vertical rotation method for cofferdam |
CN103255775A (en) * | 2013-05-28 | 2013-08-21 | 中交路桥华南工程有限公司 | Method for installing cofferdam |
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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: 20110615 Termination date: 20121111 |