CN109853478B - Mounting process of support steel beam for ship-leaning component - Google Patents
Mounting process of support steel beam for ship-leaning component Download PDFInfo
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- CN109853478B CN109853478B CN201910047959.3A CN201910047959A CN109853478B CN 109853478 B CN109853478 B CN 109853478B CN 201910047959 A CN201910047959 A CN 201910047959A CN 109853478 B CN109853478 B CN 109853478B
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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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Abstract
The invention discloses a mounting process of a support steel beam for a ship-leaning component, which comprises the following steps: 1) firstly, mounting a first connecting transverse plate and a second connecting transverse plate on the inclined steel pipe pile through a threaded steel suspension rod, then mounting a third connecting transverse plate on the top end of the vertical steel pipe pile, and fastening the first connecting transverse plate and the third connecting transverse plate through a connecting plate; 2) firstly, mounting the vertical rod at the end part of the connecting transverse plate III, and then fixing the reinforcing plate II among the vertical rod, the connecting transverse plate III and the connecting transverse plate I; the support mounting plate and the reinforcing plate I are mounted on the vertical rod, then the ship leaning component is placed on the support mounting plate after being lifted, fine tuning bolts are arranged among the ship leaning component, the vertical rod and the connecting transverse plate, and the fine tuning bolts are adjusted to enable the ship leaning component to be mounted at a proper position; 3) and finally, pouring the wharf lower cross beam on the tops of the ship alongside member, the first connecting transverse plate and the second connecting transverse plate. The supporting steel beam provided by the invention is used for supporting the ship leaning frame, the mounting process is adjusted and optimized, the mounting speed is accelerated, the one-time mounting position rate is high, and the mounting precision is guaranteed.
Description
Technical Field
The invention relates to a mounting process of a support steel beam for a ship-alongside member.
Background
The ship leaning component is a component which is specially used for bearing the impact force and the extrusion force when a ship leans against a wharf. The high-pile wharf plate type berthing member generally needs to be installed before pouring of the lower cross beam, the weight of a single piece is large, the weight of concrete of a part of the lower cross beam needs to be borne, and the requirements on the strength and the stability of a supporting structure are high.
Disclosure of Invention
Aiming at the problems in the prior art, the invention provides the mounting process of the support steel beam for the ship-leaning member, and the support structure has high strength and good stability.
In order to achieve the purpose, the mounting process of the support steel beam for the ship-alongside member comprises a wharf lower beam, the ship-alongside member, a plurality of steel pipe piles and a support steel beam structure;
the steel pipe pile comprises an inclined steel pipe pile and a vertical steel pipe pile, and the supporting steel beam structure comprises a first connecting transverse plate and a second connecting transverse plate which are used for connecting the inclined steel pipe pile, a third connecting transverse plate which is used for connecting the vertical steel pipe pile, a connecting plate, a supporting mounting plate, a first reinforcing plate, a vertical rod and a second reinforcing plate;
the end part of the first connecting transverse plate is connected with a third connecting transverse plate through a connecting plate, the vertical rod is installed at one end of the third connecting transverse plate, the supporting and installing plate is installed on the vertical rod, one end of the first reinforcing plate is connected with the supporting and installing plate, and the other end of the first reinforcing plate is connected with the vertical rod; one end of the second reinforcing plate is connected with the vertical rod, and the other end of the second reinforcing plate is fastened with the third connecting transverse plate and the first connecting transverse plate;
the specific installation process is as follows:
1) firstly, mounting a first connecting transverse plate and a second connecting transverse plate on the inclined steel pipe pile through a threaded steel suspension rod, then mounting a third connecting transverse plate on the top end of the vertical steel pipe pile, and fastening the first connecting transverse plate and the third connecting transverse plate through a connecting plate;
2) firstly, mounting the vertical rod at the end part of the connecting transverse plate III, and then fixing the reinforcing plate II among the vertical rod, the connecting transverse plate III and the connecting transverse plate I; the support mounting plate and the first reinforcing plate are mounted on the vertical rod, then the boat-leaning component is lifted and placed on the support mounting plate, and fine tuning bolts are arranged among the boat-leaning component, the vertical rod and the connecting transverse plate and are adjusted to enable the mounting position of the boat-leaning component to be proper;
3) and finally, pouring the wharf lower cross beam on the tops of the ship alongside member, the first connecting transverse plate and the second connecting transverse plate.
As an improvement, the inclined steel pipe piles are fastened with the first connecting transverse plate and the second connecting transverse plate through threaded steel hanging rods; and the vertical steel pipe pile and the connecting transverse plate are fastened through a threaded steel lifting rod.
As an improvement, a carrying pole beam is arranged between the deformed steel bar suspender and the inclined steel pipe pile and between the deformed steel bar suspender and the vertical steel pipe pile.
As an improvement, the included angle between the vertical rod and the reinforcing plate is beta =40 °. And the second reinforcing plate is welded with the vertical rod, the third connecting transverse plate and the first connecting transverse plate.
And as a modification, the connecting plate is vertically welded between the first connecting transverse plate and the third connecting transverse plate.
As an improvement, the connecting transverse plate III and the supporting mounting plate are vertically welded on two sides of the vertical rod.
As an improvement, one end of the first reinforcing plate is welded with the supporting and installing plate, and the other end of the first reinforcing plate is welded with the vertical rod.
As an improvement, the ship leaning component is a plate-type ship leaning component.
Compared with the prior art, the support steel beam provided by the invention is used for supporting the ship leaning member and the lower beam concrete construction load, the mounting process is adjusted and optimized, the mounting speed is accelerated, the one-time mounting position rate is high, the mounting precision is ensured, and the strength and the stability of the steel beam can meet the requirements of the ship leaning member and the lower beam concrete construction load.
Drawings
FIG. 1 is a schematic view of the mounting structure of the support steel beam of the present invention;
FIG. 2 is a left side view of FIG. 1;
in the figure: 1. pier bottom end rail, 2, screw-thread steel jib, 3, connecting plate, 4, connecting diaphragm one, 5, connecting diaphragm two, 6, the ship leaning on component, 7, support mounting panel, 8, reinforcing plate one, 9, connecting diaphragm three, 10, reinforcing plate two, 11, oblique steel-pipe pile, 12, montant, 13, vertical steel-pipe pile.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below. It should be understood, however, that the description herein of specific embodiments is only intended to illustrate the invention and not to limit the scope of the invention.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs, and the terms used herein in the specification of the present invention are for the purpose of describing particular embodiments only and are not intended to limit the present invention.
As shown in fig. 1 and 2, the mounting process of the support steel beam for the ship-alongside member comprises a wharf lower beam 1, a ship-alongside member 6, a plurality of steel pipe piles and a support steel beam structure;
the steel pipe piles comprise inclined steel pipe piles 11 and vertical steel pipe piles 13, and the supporting steel beam structure comprises a first connecting transverse plate 4 and a second connecting transverse plate 5 for connecting the inclined steel pipe piles 11, a third connecting transverse plate 9 for connecting the vertical steel pipe piles 13, a connecting plate 3, a supporting mounting plate 7, a first reinforcing plate 8, a vertical rod 12 and a second reinforcing plate 10;
the end part of the first connecting transverse plate 4 is connected with a third connecting transverse plate 9 through a connecting plate 3, the vertical rod 12 is installed at one end of the third connecting transverse plate 9, the supporting and mounting plate 7 is installed on the vertical rod 12, one end of the first reinforcing plate 8 is connected with the supporting and mounting plate 7, and the other end of the first reinforcing plate is connected with the vertical rod 12; one end of the second reinforcing plate 10 is connected with the vertical rod 12, and the other end of the second reinforcing plate is fastened with the third connecting transverse plate 9 and the first connecting transverse plate 4;
the specific installation process is as follows:
1) firstly, mounting a first connecting transverse plate 4 and a second connecting transverse plate 5 on an inclined steel pipe pile 11 through a threaded steel hanger rod 2, then mounting a third connecting transverse plate 9 on the top end of a vertical steel pipe pile 13, and fastening the first connecting transverse plate 4 and the third connecting transverse plate 9 through a connecting plate 3;
2) firstly, mounting the vertical rod 12 at the end part of the connecting transverse plate III 9, and then fixing the reinforcing plate II 10 among the vertical rod 12, the connecting transverse plate III 9 and the connecting transverse plate I4; the supporting mounting plate 7 and the first reinforcing plate 8 are mounted on the vertical rod 12, then the boat-leaning member 6 is lifted and placed on the supporting mounting plate 7, fine tuning bolts are arranged among the boat-leaning member 6, the vertical rod 12 and the third connecting transverse plate 9, the fine tuning bolts are adjusted to enable the mounting position of the boat-leaning member 6 to be proper, and then connecting reinforcing steel bars are welded for reinforcement;
3) and finally, pouring the wharf lower cross beam 1 on the tops of the ship-alongside member 6, the first connecting transverse plate 4 and the second connecting transverse plate 5.
As an improvement of the embodiment, the inclined steel pipe pile 11 is fastened with the first connecting transverse plate 4 and the second connecting transverse plate 5 through a threaded steel hanger rod 2; the vertical steel pipe pile 13 and the connecting transverse plate III 9 are fastened through the threaded steel suspender 2, the installation is convenient, and the fastening performance is high.
As an improvement of the embodiment, a shoulder pole beam is arranged between the deformed steel bar suspender 2 and the inclined steel pipe pile 11 and between the deformed steel bar suspender and the vertical steel pipe pile 13, so that the installation is convenient, the structural strength is good, and the stability is high.
As a modification of the embodiment, the included angle between the vertical rod 12 and the second reinforcing plate 10 is β =40 °. And the second reinforcing plate 10 is welded with the vertical rod 12, the third connecting transverse plate 9 and the first connecting transverse plate 4.
As a modification of the embodiment, the connecting plate 3 is vertically welded between the first connecting transverse plate 4 and the third connecting transverse plate 9. The connecting transverse plate III 9 and the supporting mounting plate 7 are vertically welded on two sides of the vertical rod 12.
As a modification of the embodiment, one end of the first reinforcing plate 8 is welded with the support mounting plate 7, and the other end of the first reinforcing plate is welded with the vertical rod 12. The ship-leaning component 6 is a plate-type ship-leaning component.
The supporting steel beam provided by the invention is used for supporting the ship leaning member, the mounting process is adjusted and optimized, the mounting speed is accelerated, the one-time mounting in-situ rate is high, the mounting precision is ensured, and the strength and the stability of the steel beam can meet the requirements of the ship leaning member and the lower cross beam concrete construction load.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents or improvements made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (7)
1. A mounting process of a support steel beam for a ship-berthing member is characterized by comprising a wharf lower beam (1), a ship-berthing member (6), a plurality of steel pipe piles and a support steel beam structure;
the steel pipe pile comprises an inclined steel pipe pile (11) and a vertical steel pipe pile (13), and the supporting steel beam structure comprises a connecting transverse plate I (4) and a connecting transverse plate II (5) which are used for connecting the inclined steel pipe pile (11), a connecting transverse plate III (9) which is used for connecting the vertical steel pipe pile (13), a connecting plate (3), a supporting mounting plate (7), a reinforcing plate I (8), a vertical rod (12) and a reinforcing plate II (10);
the end part of the first connecting transverse plate (4) is connected with a third connecting transverse plate (9) through a connecting plate (3), the vertical rod (12) is installed at one end of the third connecting transverse plate (9), the supporting and mounting plate (7) is installed on the vertical rod (12), one end of the first reinforcing plate (8) is connected with the supporting and mounting plate (7), and the other end of the first reinforcing plate is connected with the vertical rod (12); one end of the second reinforcing plate (10) is connected with the vertical rod (12), and the other end of the second reinforcing plate is fastened with the third connecting transverse plate (9) and the first connecting transverse plate (4); an included angle between the vertical rod (12) and the second reinforcing plate (10) is beta =40 degrees, and the second reinforcing plate (10) is welded with the vertical rod (12), the third connecting transverse plate (9) and the first connecting transverse plate (4);
the specific installation process is as follows:
1) firstly, mounting a first connecting transverse plate (4) and a second connecting transverse plate (5) on an inclined steel pipe pile (11) through a threaded steel suspender (2), then mounting a third connecting transverse plate (9) at the top end of a vertical steel pipe pile (13), and fastening the first connecting transverse plate (4) and the third connecting transverse plate (9) through a connecting plate (3);
2) firstly, mounting a vertical rod (12) at the end part of a connecting transverse plate III (9), and then fixing a reinforcing plate II (10) among the vertical rod (12), the connecting transverse plate III (9) and a connecting transverse plate I (4); the support mounting plate (7) and the first reinforcing plate (8) are mounted on the vertical rod (12), then the ship leaning member (6) is lifted and placed on the support mounting plate (7), fine tuning bolts are arranged among the ship leaning member (6), the vertical rod (12) and the third connecting transverse plate (9), and the fine tuning bolts are adjusted to enable the mounting position of the ship leaning member (6) to be proper;
3) and finally, pouring the wharf lower cross beam (1) on the tops of the ship-alongside member (6), the first connecting transverse plate (4) and the second connecting transverse plate (5).
2. The mounting process of the support steel beam for the ship-alongside member as claimed in claim 1, wherein the inclined steel pipe pile (11) is fastened with the first connecting transverse plate (4) and the second connecting transverse plate (5) through a threaded steel hanger rod (2); and the vertical steel pipe pile (13) and the connecting transverse plate III (9) are fastened through a threaded steel suspender (2).
3. The process for installing a support steel beam for a structural member for a ship according to claim 2, wherein a shoulder pole beam is provided between the screw steel hanger rod (2) and the inclined steel pipe pile (11) and the vertical steel pipe pile (13).
4. The process for installing a support steel beam for a mooring element as claimed in claim 1, wherein the connecting plate (3) is welded vertically between the first (4) and third (9) connecting cross plates.
5. The mounting process of the support steel beam for the ship-alongside member as claimed in claim 1, wherein the connecting cross plate three (9) and the support mounting plate (7) are vertically welded on both sides of the vertical rod (12).
6. A process of installing a support steel beam for a mooring element as claimed in claim 5 wherein the first stiffening plate (8) is welded at one end to the support mounting plate (7) and at the other end to the vertical post (12).
7. A process of installing a support steel beam for a mooring element as claimed in claim 1 wherein the mooring element (6) is a plate mooring element.
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 |
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| Publication Number | Publication Date |
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| CN109853478A CN109853478A (en) | 2019-06-07 |
| CN109853478B true CN109853478B (en) | 2021-01-29 |
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| CN201910047959.3A Active CN109853478B (en) | 2019-01-18 | 2019-01-18 | Mounting process of support steel beam for ship-leaning component |
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Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806407B (en) * | 2012-11-12 | 2015-03-25 | 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 |
| CN103321241B (en) * | 2013-06-26 | 2015-10-07 | 上海大学 | Deep water open type combination foundation harbour 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 |
| CN105735196B (en) * | 2016-03-28 | 2019-04-02 | 中交第三航务工程勘察设计院有限公司 | A kind of frame bucket dock structure and its manufacturing method |
| 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 |
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