CN109853478A - A kind of mounting process of berthing member support steel beam - Google Patents
A kind of mounting process of berthing member support steel beam Download PDFInfo
- Publication number
- CN109853478A CN109853478A CN201910047959.3A CN201910047959A CN109853478A CN 109853478 A CN109853478 A CN 109853478A CN 201910047959 A CN201910047959 A CN 201910047959A CN 109853478 A CN109853478 A CN 109853478A
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- Prior art keywords
- transverse slat
- steel
- connection transverse
- vertical bar
- berthing member
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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- Piles And Underground Anchors (AREA)
Abstract
The present invention discloses a kind of mounting process of berthing member support steel beam, steps are as follows: 1) first connecting transverse slat one and connection transverse slat two by screw-thread steel hanger erection on oblique steel-pipe pile, then in the top installation connection transverse slat three of perpendicular steel-pipe pile, transverse slat one, three will be connected by connecting plate and fastened；2) vertical bar is first mounted on to the end of connection transverse slat three, then stiffening plate two is fixed between vertical bar, connection transverse slat three and connection transverse slat one；Support mounting plate, stiffening plate one are mounted on vertical bar, are placed in support mounting plate after then lifting by crane berthing member, are equipped with trimming bolt between berthing member and vertical bar, connection transverse slat three, are adjusted trimming bolt, keep berthing member installation site suitable；3) finally, pouring the harbour lower beam at the top of berthing member, connection transverse slat one, connection transverse slat two.Support steel beam provided by the invention is done by ship frame supports, and is adjusted, optimized mounting process, and installation speed is accelerated, and for once mounting with regard to bit rate height, installation accuracy is guaranteed.
Description
Technical field
The present invention relates to a kind of mounting process of berthing member support steel beam.
Background technique
Berthing member is special receiving ship impact force and component for bearing against power when going to dock.Long piled wharf is board-like to lean on ship
Component need to generally be installed before lower beam pours, and piece weight is larger and needs bearing part lower beam weight concrete, to support
Structural strength, stability requirement are higher.
Summary of the invention
In view of the above existing problems in the prior art, the present invention provides a kind of erectors of berthing member support steel beam
Skill, support construction intensity is high, and stability is good.
To achieve the goals above, a kind of mounting process for berthing member support steel beam that the present invention uses, including code
Head lower beam, berthing member, several steel-pipe piles and support steel beam structure；
The steel-pipe pile includes oblique steel-pipe pile, perpendicular steel-pipe pile, and the support steel beam structure includes the company for connecting oblique steel-pipe pile
Connect transverse slat one and connection transverse slat two, the connection transverse slat three for connecting perpendicular steel-pipe pile, connecting plate, support mounting plate, stiffening plate one,
Vertical bar and stiffening plate two；
The end of the connection transverse slat one is connected by connecting plate with transverse slat three is connect, and the vertical bar is mounted on connection transverse slat three
One end, the support mounting plate are mounted on vertical bar, and one end of the stiffening plate one is connect with support mounting plate, the other end and perpendicular
Bar connection；One end of the stiffening plate two is connect with vertical bar, the other end with connect transverse slat three, connection transverse slat one fasten；
Specific mounting process is as follows:
1) transverse slat one and connection transverse slat two are first connected by screw-thread steel hanger erection on oblique steel-pipe pile, then in perpendicular steel-pipe pile
Top installation connection transverse slat three, will connect transverse slat one by connecting plate and connection transverse slat three fastens；
2) vertical bar is first mounted on to the end of connection transverse slat three, then stiffening plate two is fixed on vertical bar, connection transverse slat three and connection
Between transverse slat one；The support mounting plate, stiffening plate one are mounted on vertical bar, and support is placed on after then lifting by crane berthing member
On mounting plate, it is equipped with trimming bolt between berthing member and vertical bar, connection transverse slat three, trimming bolt is adjusted, berthing member is installed
Position suitable；
3) finally, pouring the harbour lower beam at the top of berthing member, connection transverse slat one, connection transverse slat two.
As an improvement, being fastened between the oblique steel-pipe pile and connection transverse slat one and connection transverse slat two by screw-thread steel sunpender；
It is fastened between the perpendicular steel-pipe pile and connection transverse slat three by screw-thread steel sunpender.
As an improvement, being equipped with shoulder pole girder between the screw-thread steel sunpender and oblique steel-pipe pile, perpendicular steel-pipe pile.
As an improvement, the angle between the vertical bar and stiffening plate two is β=40 °.The stiffening plate two and vertical bar connect cross
It is welded between plate three and connection transverse slat one.
As an improvement, the connecting plate is vertically welded between connection transverse slat one and connection transverse slat three.
As an improvement, the connection transverse slat three, support mounting plate are vertically welded in the two sides of vertical bar.
As an improvement, one end of the stiffening plate one and support mounting plate are welded, the other end and vertical bar are welded.
As an improvement, the berthing member is board-like berthing member.
Compared with prior art, support steel beam provided by the invention is done by ship frame supports, and is adjusted, optimized erector
Skill accelerates installation speed, and once mounting is with regard to bit rate height, and installation accuracy is guaranteed, and girder steel intensity and stability can satisfy and leans on
Ship component+lower beam concrete construction load requirement.
Detailed description of the invention
Fig. 1 is the mounting structure schematic diagram of support steel beam of the present invention；
Fig. 2 is the left view of Fig. 1；
In figure: 1, harbour lower beam, 2, screw-thread steel sunpender, 3, connecting plate, 4, connection transverse slat one, 5, connection transverse slat two, 6, lean on ship
Component, 7, support mounting plate, 8, stiffening plate one, 9, connection transverse slat three, 10, stiffening plate two, 11, oblique steel-pipe pile, 12, vertical bar, 13,
Perpendicular steel-pipe pile.
Specific embodiment
In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention is carried out below further detailed
It describes in detail bright.However, it should be understood that the specific embodiments described herein are merely illustrative of the present invention, it is not limited to this hair
Bright range.
Unless otherwise defined, all technical terms and scientific terms used herein are led with technology of the invention is belonged to
The normally understood meaning of the technical staff in domain is identical, and term as used herein in the specification of the present invention is intended merely to retouch
State the purpose of specific embodiment, it is not intended that in the limitation present invention.
As shown in Figure 1 and Figure 2, a kind of mounting process of berthing member support steel beam, including harbour lower beam 1, lean on ship structure
Part 6, several steel-pipe piles and support steel beam structure；
The steel-pipe pile includes oblique steel-pipe pile 11, perpendicular steel-pipe pile 13, and the support steel beam structure includes for connecting oblique steel-pipe pile
11 connection transverse slat 1 and connection transverse slat 25, the connection transverse slat 39 for connecting perpendicular steel-pipe pile 13, connecting plate 3, support are installed
Plate 7, stiffening plate 1, vertical bar 12 and stiffening plate 2 10；
The end of the connection transverse slat 1 is connected by connecting plate 3 with transverse slat 39 is connect, and it is horizontal that the vertical bar 12 is mounted on connection
One end of plate 39, the support mounting plate 7 are mounted on vertical bar 12, and one end of the stiffening plate 1 and support mounting plate 7 connect
It connects, the other end is connect with vertical bar 12；One end of the stiffening plate 2 10 is connect with vertical bar 12, the other end with connect transverse slat 39, even
Connect the fastening of transverse slat 1；
Specific mounting process is as follows:
1) first on oblique steel-pipe pile 11 through the installation of screw-thread steel sunpender 2 connection transverse slat 1 and connection transverse slat 25, then in perpendicular steel
The top installation connection transverse slat 39 of tubular pole 13, will connect transverse slat 1 by connecting plate 3 and connection transverse slat 39 fastens；
2) vertical bar 12 is first mounted on to the end of connection transverse slat 39, then stiffening plate 2 10 is fixed on vertical bar 12, connection transverse slat three
Between 9 and connection transverse slat 1；The support mounting plate 7, stiffening plate 1 are mounted on vertical bar 12, then play berthing member 6
It is placed on after hanging in support mounting plate 7, is equipped with trimming bolt between berthing member 6 and vertical bar 12, connection transverse slat 39, adjusts fine tuning
Bolt keeps 6 installation site of berthing member suitable, is welded to connect steel reinforcing afterwards；
3) finally, pouring the harbour lower beam 1 at the top of berthing member 6, connection transverse slat 1, connection transverse slat 25.
As the improvement of embodiment, pass through screw thread between the oblique steel-pipe pile 11 and connection transverse slat 1 and connection transverse slat 25
Steel sunpender 2 fastens；It is fastened between the perpendicular steel-pipe pile 13 and connection transverse slat 39 by screw-thread steel sunpender 2, install convenient, tightness
It is high.
As the improvement of embodiment, it is equipped with shoulder pole girder between the screw-thread steel sunpender 2 and tiltedly steel-pipe pile 11, perpendicular steel-pipe pile 13,
Install convenient, structural strength is good, and stability is high.
As the improvement of embodiment, the angle between the vertical bar 12 and stiffening plate 2 10 is β=40 °.The stiffening plate 2 10
With vertical bar 12, connect transverse slat 39 and connection transverse slat 1 between weld.
As the improvement of embodiment, the connecting plate 3 is vertically welded between connection transverse slat 1 and connection transverse slat 39.Institute
State the two sides that connection transverse slat 39, support mounting plate 7 are vertically welded in vertical bar 12.
As the improvement of embodiment, one end of the stiffening plate 1 and support mounting plate 7 are welded, the other end and vertical bar 12
Welding.The berthing member 6 is board-like berthing member.
Support steel beam provided by the invention is done by ship frame supports, and is adjusted, optimized mounting process, and installation speed is accelerated
Degree, for once mounting with regard to bit rate height, installation accuracy is guaranteed, and girder steel intensity and stability can satisfy berthing member+lower beam and mixes
Solidifying soil construction loads requirement.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modification, equivalent replacement or improvement etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (9)
1. a kind of mounting process of berthing member support steel beam, which is characterized in that including harbour lower beam (1), berthing member
(6), several steel-pipe piles and support steel beam structure；
The steel-pipe pile includes oblique steel-pipe pile (11), perpendicular steel-pipe pile (13), and the support steel beam structure includes for connecting oblique steel
The connection transverse slat one (4) of tubular pole (11) and connection transverse slat two (5), connect the connection transverse slat three (9) for connecting perpendicular steel-pipe pile (13)
Fishplate bar (3), support mounting plate (7), stiffening plate one (8), vertical bar (12) and stiffening plate two (10)；
It is installed by connecting plate (3) with transverse slat three (9) connection, the vertical bar (12) is connect the end of connection transverse slat one (4)
In one end of connection transverse slat three (9), the support mounting plate (7) is mounted on vertical bar (12), one end of the stiffening plate one (8)
It is connect with support mounting plate (7), the other end is connect with vertical bar (12)；One end and vertical bar (12) of the stiffening plate two (10) are even
Connect, the other end with connect transverse slat three (9), connection transverse slat one (4) fastening；
Specific mounting process is as follows:
1) first on oblique steel-pipe pile (11) through screw-thread steel sunpender (2) installation connection transverse slat one (4) and connection transverse slat two (5), so
Afterwards in top installation connection transverse slat three (9) of perpendicular steel-pipe pile (13), transverse slat one (4) will be connected by connecting plate (3) and connection is horizontal
Plate three (9) fastening；
2) vertical bar (12) is first mounted on to the end of connection transverse slat three (9), then stiffening plate two (10) is fixed on vertical bar (12), is connected
It connects between transverse slat three (9) and connection transverse slat one (4)；The support mounting plate (7), stiffening plate one (8) are mounted on vertical bar (12),
Then it will be placed on support mounting plate (7) after berthing member (6) lifting, berthing member (6) and vertical bar (12) connect transverse slat three
(9) it is equipped with trimming bolt between, adjusts trimming bolt, keeps berthing member (6) installation site suitable；
3) finally, pouring the harbour lower beam at the top of berthing member (6), connection transverse slat one (4), connection transverse slat two (5)
(1).
2. a kind of mounting process of berthing member support steel beam according to claim 1, which is characterized in that the oblique steel
Tubular pole (11) with connect transverse slat one (4) and connection transverse slat two (5) between by screw-thread steel sunpender (2) fasten；The perpendicular steel-pipe pile
(13) it is fastened by screw-thread steel sunpender (2) with connecting between transverse slat three (9).
3. a kind of mounting process of berthing member support steel beam according to claim 2, which is characterized in that the screw thread
Shoulder pole girder is equipped between steel sunpender (2) and oblique steel-pipe pile (11), perpendicular steel-pipe pile (13).
4. a kind of mounting process of berthing member support steel beam according to claim 1, which is characterized in that the vertical bar
(12) angle between stiffening plate two (10) is β=40 °.
5. a kind of mounting process of berthing member support steel beam according to claim 4, which is characterized in that the reinforcement
Plate two (10) and vertical bar (12) connect between transverse slat three (9) and connection transverse slat one (4) and weld.
6. a kind of mounting process of berthing member support steel beam according to claim 1, which is characterized in that the connection
Plate (3) is vertically welded between connection transverse slat one (4) and connection transverse slat three (9).
7. a kind of mounting process of berthing member support steel beam according to claim 1, which is characterized in that the connection
Transverse slat three (9), support mounting plate (7) are vertically welded in the two sides of vertical bar (12).
8. a kind of mounting process of berthing member support steel beam according to claim 7, which is characterized in that the reinforcement
One end and support mounting plate (7) of plate one (8) are welded, and the other end and vertical bar (12) are welded.
9. a kind of mounting process of berthing member support steel beam according to claim 1, which is characterized in that described leans on
Ship component (6) is board-like berthing member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910047959.3A CN109853478B (en) | 2019-01-18 | 2019-01-18 | Mounting process of support steel beam for ship-leaning component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910047959.3A CN109853478B (en) | 2019-01-18 | 2019-01-18 | Mounting process of support steel beam for ship-leaning component |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109853478A true CN109853478A (en) | 2019-06-07 |
| CN109853478B CN109853478B (en) | 2021-01-29 |
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ID=66895179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910047959.3A Active CN109853478B (en) | 2019-01-18 | 2019-01-18 | Mounting process of support steel beam for ship-leaning component |
Country Status (1)
| Country | Link |
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| CN (1) | CN109853478B (en) |
Citations (7)
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|---|---|---|---|---|
| CN103321241A (en) * | 2013-06-26 | 2013-09-25 | 上海大学 | Deepwater open type wharf with combined foundation and method for constructing deepwater open type wharf |
| CN103806407A (en) * | 2012-11-12 | 2014-05-21 | 中交第三航务工程勘察设计院有限公司 | Pile-bucket integrated wharf structure and construction method thereof |
| CN203923994U (en) * | 2014-06-12 | 2014-11-05 | 中交第三航务工程勘察设计院有限公司 | Removable steel work berthing member |
| CN205171452U (en) * | 2015-11-24 | 2016-04-20 | 重庆交通大学 | Disconnect -type hydraulic pressure leans on ship system |
| CN105735196A (en) * | 2016-03-28 | 2016-07-06 | 中交第三航务工程勘察设计院有限公司 | Frame barrel wharf structure and manufacturing method thereof |
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| CN108978583A (en) * | 2018-09-27 | 2018-12-11 | 胡长军 | A kind of high pile pier structure |
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2019
- 2019-01-18 CN CN201910047959.3A patent/CN109853478B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806407A (en) * | 2012-11-12 | 2014-05-21 | 中交第三航务工程勘察设计院有限公司 | Pile-bucket integrated wharf structure and construction method thereof |
| CN103321241A (en) * | 2013-06-26 | 2013-09-25 | 上海大学 | Deepwater open type wharf with combined foundation and method for constructing deepwater open type wharf |
| CN203923994U (en) * | 2014-06-12 | 2014-11-05 | 中交第三航务工程勘察设计院有限公司 | Removable steel work berthing member |
| CN205171452U (en) * | 2015-11-24 | 2016-04-20 | 重庆交通大学 | Disconnect -type hydraulic pressure leans on ship system |
| CN105735196A (en) * | 2016-03-28 | 2016-07-06 | 中交第三航务工程勘察设计院有限公司 | Frame barrel wharf structure and manufacturing method thereof |
| CN205742089U (en) * | 2016-06-29 | 2016-11-30 | 中建筑港集团有限公司 | A kind of anchor ear support means |
| CN108978583A (en) * | 2018-09-27 | 2018-12-11 | 胡长军 | A kind of high pile pier structure |
Non-Patent Citations (1)
| Title |
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| 吴 利: "镇江大港集装箱及多用途码头下横梁施工技术总结", 《华南港工》 * |
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| CN109853478B (en) | 2021-01-29 |
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