CN215105049U - Large-scale ship-berthing component support system suitable for assembled high-pile wharf - Google Patents
Large-scale ship-berthing component support system suitable for assembled high-pile wharf Download PDFInfo
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- CN215105049U CN215105049U CN202122492834.7U CN202122492834U CN215105049U CN 215105049 U CN215105049 U CN 215105049U CN 202122492834 U CN202122492834 U CN 202122492834U CN 215105049 U CN215105049 U CN 215105049U
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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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model provides a large-scale ship-leaning component support system suitable for assembled high pile pier, includes that pre-buried pull rod in the ship-leaning component, pre-buried anchoring system built-in fitting and bracing shaped steel in the pile cap, the anchoring system built-in fitting is including pre-buried vertical shaped steel in the pile cap, anchor plate and straight anchor bar, and vertical shaped steel is pre-buried at the pile cap top perpendicularly, and the top welding of bracing shaped steel is on the leading flank of vertical shaped steel, and many straight anchor bars are connected perpendicularly to the lower surface of anchor plate, and anchor plate and straight anchor bar are pre-buried at the pile cap top in vertical shaped steel the place ahead, the utility model discloses set up ship-leaning component support system on the pile cap, solve large-scale ship-leaning component after-mounting to construction period's influence, the impetus of ship-leaning component is good, easy operation, convenient construction, and the installation of ship-leaning component does not receive the influence of U type beam installation and beam core concrete placement, has avoided influencing the construction period.
Description
Technical Field
The utility model relates to a port engineering technical field especially relates to a large-scale component support system that leans on ship suitable for assembled high-pile wharf.
Background
The high-pile wharf has different construction methods according to different structures such as cast-in-place and precast beam plates. In order to accelerate the construction progress, on the premise that the stress meets the requirement, various fabricated high-pile beam-slab structures are derived, if the prefabricated transverse longitudinal beams are all of U-shaped thin-wall structures, the thin walls are used as templates, the U-shaped longitudinal beams are installed firstly in the construction period, and then beam core concrete is poured to form the longitudinal beams of the solid structure. The installation method of the ship-alongside component with the structure generally comprises a first installation method and a second installation method, wherein in the first installation method, the ship-alongside component is installed firstly, and then pile caps or cross beams are poured. The method has the advantages of simple and convenient installation, high speed, and good integrity because the component is poured together with the pile cap or the beam; the defects are that the acting points are few, and the components are limited. In the post-installation method, pile caps and cross beams are poured firstly, the ship leaning component is installed after the concrete reaches the design strength, a hand-operated hoist is arranged at the top of the ship leaning component during hoisting, horizontal force is applied to the top of the ship leaning component to enable the ship leaning component to be aligned, then the top of the ship leaning component is connected with a lifting lug on the cross beam through a pull rod, a hard wood wedge is padded between the lower part of the ship leaning component and the pile caps, and then the hand-operated hoist is removed. The method has the advantages that the acting point of the member is good, the method is suitable for installing the member with larger quality, the defect is that the ship leaning member can be installed only after the U-shaped cross beam is installed and the cast-in-place beam core concrete reaches the strength, the construction period is seriously influenced, and the method is not suitable for projects with short construction period. In order to solve the problem of short construction period faced by the installation of large-sized berthing members, a berthing member supporting system capable of avoiding the influence of beam construction on the installation of the berthing members is needed.
Disclosure of Invention
The utility model provides a solve above-mentioned problem, provide a large-scale component support system that leans on ship suitable for assembled high-piled pier.
The utility model discloses the technical scheme who takes:
the utility model provides a large-scale ship component support system that leans on suitable for assembled high pile pier, including leaning on pre-buried pull rod in the ship component, pre-buried anchoring system built-in fitting and bracing shaped steel in the pile cap, anchoring system built-in fitting is including pre-buried vertical shaped steel in the pile cap, anchor plate and straight anchor bar, vertical shaped steel is pre-buried at the pile cap top perpendicularly, the top welding of bracing shaped steel is on the leading flank of vertical shaped steel, many straight anchor bars are connected perpendicularly to the lower surface of anchor plate, anchor plate and straight anchor bar are pre-buried at the pile cap top in vertical shaped steel the place ahead, and the top surface welding of the bottom of bracing shaped steel and anchor plate, vertical shaped steel rear side welding double-spliced shaped steel, the centre of double-spliced shaped steel leaves the piece, the pull rod that the level was pre-buried on leaning on ship component inserts the piece of double-spliced shaped steel in the piece, and the position that double-spliced shaped steel was worn out on the pull rod connects gasket and nut.
And a skid is arranged between the ship leaning component and the pile cap.
Six straight anchor bars are uniformly distributed and fixed on one side surface of the anchor plate.
The double-spliced steel is two parallel channel steels, and one sides of the openings of the two channel steels deviate from each other.
The width of the splicing seam of the double-spliced section steel is larger than the diameter of the pull rod, and an installation error space is reserved.
The utility model has the advantages that: the utility model discloses set up on the pile cap and lean on ship component support system, solve large-scale ship component back dress method to construction period's influence, lean on the impetus of ship component to be good, easy operation, construction convenience, the installation that leans on the ship component does not receive U type roof beam installation and roof beam core concreting's influence, has avoided influencing the time limit for a project.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a top view of the present invention.
Fig. 3 is the structural schematic diagram of the anchor plate and the straight anchor bar of the utility model.
Fig. 4 is the utility model discloses an anchor plate and straight anchor bar top view.
Wherein: 1-vertical section steel; 2-anchoring system embedded parts; 3-diagonal bracing section steel; 4-a pull rod; 5-double-spliced section steel; 6-skid; 7-pile caps; 8-anchor plate; 9-straight anchor bars; 10-a docking member; 11-a gasket; 12-nut.
Detailed Description
A large-scale ship-leaning component support system suitable for an assembly type high-pile wharf comprises a pull rod 4 pre-buried in a ship-leaning component 10, an anchoring system pre-buried part 2 pre-buried in a pile cap 7 and diagonal bracing section steel 3, wherein the anchoring system pre-buried part 2 comprises vertical section steel 1 pre-buried in the pile cap 7, anchor plates 8 and straight anchor bars 9, the vertical section steel 1 is vertically pre-buried at the top of the pile cap 7, the top end of the diagonal bracing section steel 3 is welded on the front side surface of the vertical section steel 1, the lower surface of each anchor plate 8 is vertically connected with a plurality of straight anchor bars 9, the anchor plates 8 and the straight anchor bars 9 are pre-buried at the top of the pile cap 7 in front of the vertical section steel 1, and the bottom of bracing shaped steel 3 and the top surface welding of anchor slab 8, vertical shaped steel 1 rear side welding double pin steel 5, the centre of double pin steel 5 leaves the piece, and the pull rod 4 of level pre-buried on the component of backing a ship 10 inserts in the piece of double pin steel 5 to wear out the position of double pin steel 5 on pull rod 4 and connect upper gasket 11 and nut 12.
A skid 6 is arranged between the ship leaning component 10 and the pile cap 7.
Six straight anchor bars 9 are uniformly distributed and fixed on one side surface of the anchor plate 8.
The double-spliced steel 5 is two parallel channel steels, and one sides of the openings of the two channel steels deviate from each other.
The width of the splicing seam of the double-spliced section steel 5 is larger than the diameter of the pull rod 4, and an installation error space is reserved.
During installation and construction, 1) prefabricating the ship-berthing member: the pull rod 4 needs to be embedded in the prefabricated ship-leaning component 10, the size of the pull rod 4 is determined by calculation according to the self weight of the ship-leaning component 10 and the installation position of the pull rod 4, and after the concrete reaches the design strength, the concrete is installed on the wharf construction site;
2) embedding an anchoring system in the pile cap: the anchoring system comprises an embedded part and inclined strut type steel 3, wherein the embedded part is composed of embedded vertical type steel 1, an anchor plate 8 and a straight anchor bar 9, and the inclined strut type steel 3 and the embedded part are not needed when the supporting system is stressed horizontally. The sizes of the embedded part and the diagonal bracing section steel 3 which are composed of the vertical section steel 1, the anchor plate 8 and the straight anchor bar 9 of the anchoring system are determined by calculation according to the horizontal force applied to the anchoring system;
3) and (3) casting a pile cap in situ: after the anchoring system in the pile cap 7 is installed, pouring concrete in the pile cap 7 in situ, and after the concrete reaches the designed strength, installing the ship-leaning component 10;
4) welding and installing double-spliced section steel: the size of the double-spliced steel 5 is determined by calculation according to the horizontal force applied to the anchoring system and the installation distance of the pull rod 4. The double-spliced section steel 5 is welded at the rear side of the embedded vertical section steel 1, the width of the spliced seam of the double-spliced section steel 5 is larger than the diameter of the pull rod 4, a certain installation error is reserved, and the pull rod 4 in the ship leaning component 10 can be conveniently inserted;
5) hoisting and mounting a ship-leaning component: after the concrete of the prefabricated berthing member 10 reaches the strength, it is transported to the site for installation. When the ship leaning component 10 is installed, a skid 6 arranged between the ship leaning component 10 and a pile cap 7 is installed, the size of the skid 6 is determined according to an installation gap, an operator roughly adjusts the position of the ship leaning component 10 through 2 shaking ropes, the ship leaning component 10 is aligned after being close to the position of the pile cap 7 to be installed, then the crane hook is manually and precisely adjusted, the crane hook is slowly descended, when the contact position of the ship leaning component 10 and the pile cap 7 is 2-3 cm away from the top of the pile cap 7, descending is stopped, the ship leaning component 10 is horizontally moved, after the position of the ship leaning component 10 is determined, the embedded pull rod 4 is inserted into a gap of the double-spliced section steel 5, and then the crane hook slowly descends until the crane hook is contacted with the pile cap 7;
6) fixing the mooring component: after the installation of the ship-leaning member 10 is finished, and after various deviation controls meet requirements, a pull rod system is installed, namely a gasket 11 and a nut 12 on a pull rod 4 at the joint of the double-spliced steel 5 are installed, and the ship-leaning member 10 is fixed;
7) cast-in-place node area concrete: after the ship-leaning component 10 is fixed, concrete in the cast-in-place node area is structurally connected into a whole.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; may be mechanically coupled, may be electrically coupled or may be in communication with each other; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
The embodiments of the present invention have been described in detail, but the description is only for the preferred embodiments of the present invention and should not be construed as limiting the scope of the present invention. All the equivalent changes and improvements made according to the application scope of the present invention should still fall within the patent coverage of the present invention.
Claims (5)
1. A large-scale ship-leaning component support system suitable for an assembly type high-pile wharf is characterized by comprising a pull rod (4) pre-embedded in a ship-leaning component (10), an anchoring system pre-embedded part (2) pre-embedded in a pile cap (7) and inclined strut profile steel (3), wherein the anchoring system pre-embedded part (2) comprises vertical profile steel (1) pre-embedded in the pile cap (7), an anchor plate (8) and straight anchor bars (9), the vertical profile steel (1) is vertically pre-embedded at the top of the pile cap (7), the top end of the inclined strut profile steel (3) is welded on the front side face of the vertical profile steel (1), the lower surface of the anchor plate (8) is vertically connected with a plurality of straight anchor bars (9), the anchor plate (8) and the straight anchor bars (9) are pre-embedded at the top of the pile cap (7) in front of the vertical profile steel (1), the bottom end of the inclined strut profile steel (3) is welded with the top face of the anchor plate (8), the rear side of the vertical profile steel (1) is welded with double-spliced steel (5), the middle of the double-spliced steel (5) is provided with a splicing seam, a pull rod (4) which is horizontally embedded on the ship leaning component (10) is inserted into the splicing seam of the double-spliced steel (5), and the pull rod (4) penetrates out of the double-spliced steel (5) to connect an upper gasket (11) and a nut (12).
2. The large-scale ship-leaning component supporting system suitable for the fabricated high-pile wharf according to claim 1, wherein a skid (6) is arranged between the ship-leaning component (10) and the pile cap (7).
3. The large-scale berthing member supporting system suitable for the fabricated high-pile wharf as claimed in claim 1, wherein six straight anchor bars (9) are uniformly distributed and fixed on one side surface of the anchor plate (8).
4. The large alongside member support system for fabricated high-piled wharf as claimed in claim 1, wherein the double-spliced steel (5) is two parallel channel steels, and one side of the opening of the two channel steels faces away from each other.
5. The large-scale berthing member supporting system suitable for the fabricated high-pile wharf as claimed in claim 4, wherein the width of the abutted seam of the double-spliced steel section (5) is larger than the diameter of the pull rod (4), and an installation error space is reserved.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122492834.7U CN215105049U (en) | 2021-10-18 | 2021-10-18 | Large-scale ship-berthing component support system suitable for assembled high-pile wharf |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122492834.7U CN215105049U (en) | 2021-10-18 | 2021-10-18 | Large-scale ship-berthing component support system suitable for assembled high-pile wharf |
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| CN215105049U true CN215105049U (en) | 2021-12-10 |
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| CN202122492834.7U Active CN215105049U (en) | 2021-10-18 | 2021-10-18 | Large-scale ship-berthing component support system suitable for assembled high-pile wharf |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450173A (en) * | 2022-09-27 | 2022-12-09 | 中交二航局第一工程有限公司 | Installation device and construction method for seashore area berthing member |
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2021
- 2021-10-18 CN CN202122492834.7U patent/CN215105049U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450173A (en) * | 2022-09-27 | 2022-12-09 | 中交二航局第一工程有限公司 | Installation device and construction method for seashore area berthing member |
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