CN103806407B - Pile-bucket integrated wharf structure and construction method thereof - Google Patents
Pile-bucket integrated wharf structure and construction method thereof Download PDFInfo
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- CN103806407B CN103806407B CN201210449106.0A CN201210449106A CN103806407B CN 103806407 B CN103806407 B CN 103806407B CN 201210449106 A CN201210449106 A CN 201210449106A CN 103806407 B CN103806407 B CN 103806407B
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Abstract
The invention provides a pile-bucket integrated wharf structure and a construction method thereof. The pile-bucket integrated wharf structure comprises a pile foundation platform near the water side, a bucket foundation used for providing an upright quay wall and a simply supported slab connected to the pile foundation platform and the bucket foundation, wherein the pile foundation platform includes a pile foundation group stretching into the earth and a top platform supported on the pile foundation group, the bucket foundation includes a foundation bucket body and an upper bucket body, the upper bucket body is fixed on the foundation bucket body, a slope type rock mound inclining towards the pile foundation group is arranged in front of the foundation bucket body, one end of the simply supported slab is supported on the top platform and the other end of the simply supported slab is supported at the top part of the upper bucket body. The integrated wharf structure provided by the invention has the advantages that the width of the pile foundation platform is greatly reduced and the cost of the wharf is reduced.
Description
Technical field
The present invention relates to a kind of water conservancy project dock structure, particularly relate to a kind of stake bucket combinational code header structure and construction method thereof.
Background technology
The harbour that soft soil foundation is built mostly is pile foundation support table structure.The traditional bank formula that connects pile foundation wharfs are made up of pile foundation support table (comprising pile foundation and superstructure) and rear soil-baffling structure.For the large-sized deep water pile foundation wharfs on soft soil foundation, on the one hand because bank stability requires that the mud face side slope under pile foundation support table is more slow, mud face, the front and back discrepancy in elevation being built in the rear soil-baffling structure on soft soil foundation is on the other hand little, width between the reason of these two aspects all causes before and after Pile Foundation of Wharf cushion cap is large, increases the construction costs of harbour.Join together in full hall formula long piled wharf and place, rear, there is the advantages such as easy for operation, traffic organization is smooth, land-based area area is large, strong adaptability, by the impact of land-based area sloping breakwater revetment structure on soft soil foundation, full hall formula high pile pier structure width is often made to increase, construction piling is difficult, and construction investment increases, the basin be especially restricted in waters, the necessity of building full hall formula long piled wharf is larger, thus must overcome above-mentioned deficiency.
Chinese patent ZL03100412 discloses the large pier structure that soil-baffling structure is established in a kind of pile foundation support table front and back, this structure comprises pile foundation support table, rear soil-baffling structure, and under pile foundation support table front, be parallel to the front soil-baffling structure of frontage direction setting, in the pile foundation of the pile foundation support table foundation soil between front and rear soil-baffling structure, or part pile foundation is positioned on the soil-baffling structure of front; Front soil-baffling structure is the cylindrical structure being parallel to the arrangement of frontage direction, or elliptical cylinder structure, or hollow polygon tube structure, and with sealing top cover plate on it, lamina tecti is provided with can the through hole of switch.Soil-baffling structure is all established in its front and back, can not use as revetment, if add revetment structure, is not suitable for the basin that water surface area is little.
Therefore, a kind of novel compositions hydro-structure solving harbour and revetment dual-use function is lacked.
Summary of the invention
The shortcoming of prior art in view of the above, the object of the present invention is to provide a kind of stake bucket combinational code header structure and construction method thereof, large for solving full hall formula long piled wharf floor space in prior art, the problem that construction cost is high.
For achieving the above object and other relevant objects, the invention provides a kind of stake bucket combinational code header structure, it comprises: the pile supported platform of nearly water side, comprises the pile foundation group stretching into underground and the top platform be supported on described pile foundation group; There is provided the tub basis of upright bulkhead wall, comprise basic staving and top staving, top staving is fixed on described basic staving, is provided with the ramp type rock mound tilted towards pile foundation group in the front of described basic staving; And connecting the simply supported slab on pile supported platform and tub basis, simply supported slab one end is supported on described top platform, and the other end of simply supported slab is supported on staving top, described top.
Preferably, described pile foundation group is combined by straight stake and fork stake.
Preferably, the front soil body of described basic staving allows to dig out the 0-0.5 of staving height based on height doubly.
Preferably, the thickness of described slope stone rib body is more than 0.25 times of described basic staving height, the described basic staving height that the top width of described ramp type rock mound is greater than 1.5 times.
Preferably, the center of basic staving described in the misalignment of described top staving, and to described pile supported platform lateral deviation from.
Preferably, between described simply supported slab and top platform, the cushion block regulating sedimentation function is equipped with between described simply supported slab and top staving.
The present invention also provides the construction method of a kind of bucket combination harbour, and the structure of described stake bucket combination harbour adopts above-mentioned stake bucket combinational code header structure, and concrete construction method carries out in the steps below:
A. prefabricated foundation staving, top staving and simply supported slab;
B. transport, location base staving is installed, top staving is fixedly placed on basic staving;
C. backfill land-based area and fill top staving;
D. the front soil body of excavation foundation staving, sets pile foundation group, and pile foundation group completes backward described basic staving front throwing stone, to form the ramp type rock mound tilted towards pile foundation group;
E. crossbeam and longeron formation top platform is built on pile foundation group top;
F. simply supported slab is installed, the two ends of simply supported slab is supported on respectively on top platform and top staving;
G. surface layer is cast in top platform, simply supported slab and the second lid surface.
Preferably, the concrete construction method that in described step B, basic staving and top staving are installed is:
A) prefabricated complete to be rolled by air bag and steel tray to basic staving and loading onto half and dive and refute, then dive to refute by half and check job site;
B) by basic staving being transported half latent barge to basic staving inflation, then by tugboat, basic staving is checked erecting bed;
C), behind basic staving location, open the air-vent on the cover plate of basic staving top first, basic staving is sunk, until sink to designed elevation;
D) lighter defeated top staving to job site by side, after basic staving installation, top staving inserts in the rim of a cup of the first cover plate on basic staving by hanging device or transportation by driving, and underwater concreting is passed through in the space between rim of a cup and top staving.
As mentioned above, stake bucket combinational code header structure of the present invention and construction method thereof, there is following beneficial effect: pile supported platform plays the high advantage of vertical bearing capacity, tub basis provides upright revetment border for pile supported platform can form full hall formula layout, simply supported slab is as the connecting elements connecting pile supported platform and tub basis, double as traffic aisle, this kind of combination significantly reduces pile supported platform width, reduces harbour cost simultaneously.
Accompanying drawing explanation
Fig. 1 is shown as stake bucket combinational code header structure schematic diagram of the present invention.
Fig. 2 is shown as tub foundation structure schematic diagram of the present invention.
Element numbers explanation
1 top platform
2 pile foundation groups
3 simply supported slabs
4 surface layers
5 top stavings
6 basic stavings
7 first cover plates
8 second cover plates
9 ramp type rock mounds
The 10 front soil bodys
11 cushion blocks
61 dividing plates
Detailed description of the invention
By particular specific embodiment, embodiments of the present invention are described below, person skilled in the art scholar the content disclosed by this description can understand other advantages of the present invention and effect easily.
Refer to Fig. 1 to Fig. 2.Notice, structure, ratio, size etc. that this description institute accompanying drawings illustrates, content all only in order to coordinate description to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the present invention, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the present invention can produce and the object that can reach, still all should drop on disclosed technology contents and obtain in the scope that can contain.Simultaneously, quote in this description as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the present invention, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the present invention.
As shown in Figure 1, the invention provides a kind of stake bucket combinational code header structure, it comprises: the pile supported platform of nearly water side, and comprise the pile foundation group 2 stretching into underground and the top platform 1 be supported on pile foundation group 2, pile supported platform meets the alongside function of boats and ships; The tub basis of upright bulkhead wall is provided, comprise basic staving 6 and top staving 5, top staving 5 is fixed on basic staving 6, is provided with the ramp type rock mound 9 tilted towards pile foundation group in the front of basic staving 6, and this tub basis and ramp type rock mound meet the native function of gear; And connecting the simply supported slab 3 on pile supported platform and tub basis, one end of simply supported slab 3 is supported on top platform 1, and the other end of simply supported slab 3 is supported on top staving 5 top.Pile supported platform of the present invention plays the high advantage of vertical bearing capacity, tub basis provides upright revetment border for pile supported platform can form full hall formula layout, simply supported slab is as the connecting elements connecting pile supported platform and tub basis, double as traffic aisle simultaneously, this kind of combination significantly reduces pile supported platform width, reduces harbour cost.
For ease of regulating sedimentation, be equipped with the cushion block 11 regulating sedimentation function between above-mentioned simply supported slab 3 and top platform 1, between simply supported slab 3 and top staving 5, this cushion block can be rubber cushion blocks, also can have certain flexible cushion block for other.The thickness of cushion block is selected, to guarantee the horizontality of surface layer according to sedimentation degree.
The front soil body 10 of the nearly water side of basic staving of the present embodiment can excavate, and the front soil body 10 allows to dig out the 0-0.5 of staving height based on height doubly, throws into above-mentioned ramp type rock mound 9 again after digging out with obturators such as stones in basic staving front.More than 0.25 times of staving height based on the thickness of above-mentioned ramp type rock mound 9, the basic staving height that its top width is greater than 1.5 times.The gear soil ability of horizontal direction can be ensured like this.
As shown in Figure 2, above-mentioned tub basis is separate type, and its basic staving 6 and top staving 5 are prefabricated respectively and fixing.Be provided with multilayer insulating panel 61 in the staving 6 of basis and basic staving is divided into multiple separation, the top of basic staving 6 is provided with the first cover plate 7, and top staving 5 is placed on the first cover plate 7, is provided with the second cover plate 8 at the top of top staving 5.Build surface layer 4 on the surface of the second cover plate 8 and simply supported slab 3 in the present embodiment, be convenient to the operation of vehicle.Above-mentioned pile supported platform mainly bears by the vertical load that in surface layer 4 and top platform 1, beam transmission is next in length and breadth, meets ship machine handling operation requirement, realizes regular code camera function; Above-mentioned tub foundation main will bear the horizontal earth pressure that rear backfill soil produces, and blocks the soil body and forms upright bulkhead wall, facilitate harbour (i.e. pile supported platform) to connect with bulkhead wall; Simply supported slab connects pile supported platform and tub basis, can adapt to the differential settlement between pile foundation group and tub basis, combination harbour bulk deformation is coordinated.
Above-mentioned top staving 5 and basic staving 6 separately prefabricated, is divided into multiple separation by multiple dividing plate 61 in basic staving 6, is strengthened the bearing capacity of basic staving by dividing plate, guarantee that basic staving bears the soil pressure of horizontal direction.Install for ease of transport, above-mentioned first cover plate 7 arranges air-vent.First cover plate 7 is also provided with rim of a cup, top staving 5 inserts in rim of a cup, gap between rim of a cup and top staving is by underwater concreting, top staving and basic staving are fixed, form tub basis, bear the horizontal earth pressure that rear backfill soil produces, block the soil body and form upright bulkhead wall, facilitate harbour to connect with bulkhead wall.Above-mentioned basic staving 6 can transportation by driving separately, and now the transportation by driving depth of water requires more shallow, is applicable to shoal construction; Basis staving 6 has been laid, top staving 5 can by lifting or prefabricated upper bucket backing board, be transported to above basic staving 6 by caisson transportation by driving mode and lay, top staving 5 is connected by rim of a cup with basic staving 6, and connecting portion is by building underwater concrete joint seal.
In the present embodiment, the center of the misalignment of top staving 5 basis staving 6, and to pile supported platform lateral deviation from.When top staving 5 departs from basic staving center, the top of basic staving can be made to bear more backfill soil pressure at right angles, the horizontal pressure force that pressure at right angle and backfill soil produce forms opposing torque for staving run-on point, make tilting moment and diminish, pressure at right angle makes tub foundation structure bottom surface malleation increase simultaneously, increase bottom surface frictional force, and then improve the ability of tub basis horizontal force resistant.
The nearly water side of above-mentioned pile supported platform is provided with the structure that harbour is installed, and as bollard, rubber fender, rubber fender is as required by multilayer elevation design.
The present invention also provides a kind of construction method of above-mentioned stake bucket combinational code header structure, and it carries out in the steps below:
A. prefabricated foundation staving 6, top staving 5, first cover plate 7, second cover plate 8 and simply supported slab 3, by plant produced, reduces on-site construction time;
B. transport, location base staving 6 is installed, top staving 5 is fixedly placed on the first cover plate 7 of basic staving 6;
C. backfill land-based area and fill top staving 5, the second cover plate 8 is placed on top staving 5;
D. the front soil body 10 of excavation foundation staving 6, the mud face always dug in designed elevation and figure is dug under from the natural mud face in Fig. 1, based on the front soil body height of excavation foundation staving 6 best, the 0-0.5 of staving height doubly, crosses the stability that deeply can affect basic staving self; After digging, set pile foundation group 2, pile foundation group 2 is made up of straight stake and fork stake, pile foundation group 2 completes backward basic staving front throwing stone, to form the ramp type rock mound 9 tilted towards pile foundation group, ramp type rock mound 9 ensure that the gear soil ability on whole tub basis more, for pile foundation group provides a stable upright bulkhead wall;
E. crossbeam and longeron formation top platform 1 is built on pile foundation group 2 top;
F. simply supported slab 3 is installed, the two ends of simply supported slab 4 is supported on respectively on top platform 1 and the second cover plate 8; As required, between simply supported slab and top platform, the second cover plate, set up cushion block 11, the thickness of cushion block 11 is selected according to the degree of sedimentation;
G. cast surface layer 4 on top platform 1, simply supported slab 3 and the second cover plate 8 surface, reinforce each interstructural connection, the orbit plane of vehicle operating is provided simultaneously, be convenient to transport.
Construction method simple and fast of the present invention, construction area is little, adopt the construction of conventional harbour and the construction of pile supported platform, and the uprightly construction of bulkhead wall and the installation on tub basis, complete stake bucket combinational code header structure, the waters narrower at area still can be built, and both has function terminal, have again revetment function, construction cost is low.
The concrete construction method that in above-mentioned steps B, basic staving and top staving are installed is:
A) prefabricated complete roll to basic staving 6 and loading onto half by putting floating gasbag and steel tray and dive and refute, then dive to refute by half and check job site;
B) by inflating basic staving 6, basic staving is transported half latent barge, then by tugboat, erecting bed is checked in basic staving 6 drift;
C), after basic staving 6 is located, open the air-vent on the first cover plate 7, basic staving 6 is sunk, until sink to designed elevation;
D) job site is arrived by transportation by lighter defeated top, side staving 5, after the installation of basic staving 6, top staving 5 is inserted in the rim of a cup of the first cover plate 7 on basic staving 6 by hanging device or transportation by driving, and underwater concreting is passed through in the space between rim of a cup and top staving 7.So far complete the fixed installation of basic staving and top staving, form tub basis, the upright bulkhead wall providing pile supported platform to connect.
In sum, stake bucket combinational code header structure of the present invention and construction method thereof, pile supported platform plays the high advantage of vertical bearing capacity, tub basis provides upright revetment border for pile supported platform can form full hall formula layout, simply supported slab is as the connecting elements connecting pile supported platform and tub basis, double as traffic aisle, this kind of combination significantly reduces pile supported platform width, reduces harbour cost simultaneously.So the present invention effectively overcomes various shortcoming of the prior art and tool high industrial utilization.
Above-described embodiment is illustrative principle of the present invention and effect thereof only, but not for limiting the present invention.Any person skilled in the art scholar all without prejudice under spirit of the present invention and category, can modify above-described embodiment or changes.Therefore, such as have in art usually know the knowledgeable do not depart from complete under disclosed spirit and technological thought all equivalence modify or change, must be contained by claim of the present invention.
Claims (8)
1. a stake bucket combinational code header structure, is characterized in that, comprising:
The pile supported platform of nearly water side, comprises the pile foundation group (2) stretching into underground and the top platform (1) be supported on described pile foundation group (2);
The tub basis of upright bulkhead wall is provided, comprise basic staving (6) and top staving (5), top staving (5) is fixed on described basic staving (6), is provided with the ramp type rock mound (9) tilted towards described pile foundation group in the front of described basic staving (6); Wherein basic staving (6) and top staving (5) Prefabrication respectively, be provided with multilayer insulating panel (61) in basis staving (6) and basic staving is divided into multiple separation, the top on basis staving (6) is provided with the first cover plate (7), first cover plate (7) is also provided with rim of a cup, top staving (5) inserts in rim of a cup, gap between rim of a cup and top staving, by underwater concreting, makes top staving and basic staving fix;
And connecting the simply supported slab (3) on pile supported platform and tub basis, simply supported slab (3) one end is supported on described top platform (1), and the other end of simply supported slab (3) is supported on staving top, described top.
2. stake bucket combinational code header structure according to claim 1, is characterized in that: described pile foundation group (2) is combined by straight stake and fork stake.
3. stake bucket combinational code header structure according to claim 1, is characterized in that: the front soil body (10) of described basic staving (6) allows to dig out the 0-0.5 of staving height based on height doubly.
4. stake bucket combinational code header structure according to claim 1, it is characterized in that: the thickness of described ramp type rock mound (9) is more than 0.25 times of described basic staving height, the described basic staving height that the top width of described slope stone rib body (9) is greater than 1.5 times.
5. stake bucket combinational code header structure according to claim 1, is characterized in that: the center of basic staving (6) described in the misalignment on described top staving (5), and to described pile supported platform lateral deviation from.
6. stake bucket combinational code header structure according to claim 1, is characterized in that: be equipped with the cushion block (11) regulating sedimentation function between described simply supported slab (3) and top platform (1), between described simply supported slab (3) and top staving (5).
7. a construction method for stake bucket combination harbour, is characterized in that: the structure of described stake bucket combination harbour adopts stake bucket combinational code header structure as claimed in claim 1, and concrete construction method carries out in the steps below:
A. prefabricated foundation staving (6), top staving (5) and simply supported slab (3);
B. transport, location base staving (6) is installed, top staving (5) is fixedly placed on basic staving;
C. backfill land-based area and fill top staving (5);
D. the front soil body (10) of excavation foundation staving (6), set pile foundation group (2), pile foundation group (2) completes backward described basic staving (6) front throwing stone, to form the ramp type rock mound (9) tilted towards pile foundation group;
E. crossbeam and longeron formation top platform (1) is built on pile foundation group (2) top;
F., simply supported slab (3) is installed, the two ends of simply supported slab (3) is supported on respectively on top platform (1) and top staving;
G. surface layer (4) is cast on top platform (1), simply supported slab (3) and the second cover plate (8) surface.
8. the construction method of stake bucket combination harbour according to claim 7, is characterized in that: the concrete construction method that in described step B, basic staving and top staving are installed is:
A) the prefabricated basic staving (6) completed is rolled by air bag and steel tray and loading onto partly latent refuting, and then dives to refute by half and checks job site;
B) by basic staving (6) being transported half latent barge to basic staving (6) inflation, then by tugboat, basic staving (6) is checked erecting bed;
C), behind basic staving (6) location, open the air-vent on the cover plate of basic staving top first, basic staving (6) is sunk, until sink to designed elevation;
D) defeated top staving (5) is lightered to job site by side, after basic staving (6) installation, top staving (5) is inserted in the rim of a cup of upper first cover plate (7) of basic staving (6) by hanging device or transportation by driving, and underwater concreting is passed through in the space between rim of a cup and top staving (5).
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| Application Number | Priority Date | Filing Date | Title |
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| CN201210449106.0A CN103806407B (en) | 2012-11-12 | 2012-11-12 | Pile-bucket integrated wharf structure and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210449106.0A CN103806407B (en) | 2012-11-12 | 2012-11-12 | Pile-bucket integrated wharf structure and construction method thereof |
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| CN103806407A CN103806407A (en) | 2014-05-21 |
| CN103806407B true CN103806407B (en) | 2015-03-25 |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN106120833A (en) * | 2016-08-24 | 2016-11-16 | 江西理工大学 | A kind of underground truss-like pile foundation and construction method thereof |
| CN107700423A (en) * | 2017-11-13 | 2018-02-16 | 中交第三航务工程勘察设计院有限公司 | A kind of deep water soft soil foundation quay wall structure and its construction method |
| CN109853478B (en) * | 2019-01-18 | 2021-01-29 | 中交第一航务工程局有限公司 | Mounting process of support steel beam for ship-leaning component |
| CN109930474A (en) * | 2019-04-04 | 2019-06-25 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for pile foundation type trestle and barrel type basis |
| CN114525758B (en) * | 2022-02-25 | 2023-03-10 | 中国电建集团华东勘测设计研究院有限公司 | Flexible connecting structure of overhead vertical frame wharf and overhead slope ramp wharf |
| CN114525721B (en) * | 2022-03-03 | 2024-04-09 | 中国电建集团华东勘测设计研究院有限公司 | Inland river gravity type trestle wharf in high-intensity area and construction equipment thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09279540A (en) * | 1996-04-16 | 1997-10-28 | Sumitomo Metal Ind Ltd | Earthquake resistant reinforcing structure for gravity type harbor structure |
| JPH116124A (en) * | 1997-06-19 | 1999-01-12 | Nkk Corp | Foundation structure of traveling crane |
| CN1382876A (en) * | 2002-06-18 | 2002-12-04 | 天津大学 | Gravitation-type deep-water dock structure with cylindrical base on soft foundation |
| CN1651661A (en) * | 2005-02-24 | 2005-08-10 | 天津大学 | Box or drum type based barrel row structural unit bulk head water retaining structure |
| CN202899083U (en) * | 2012-11-12 | 2013-04-24 | 中交第三航务工程勘察设计院有限公司 | Pile-bucket combined wharf structure |
-
2012
- 2012-11-12 CN CN201210449106.0A patent/CN103806407B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09279540A (en) * | 1996-04-16 | 1997-10-28 | Sumitomo Metal Ind Ltd | Earthquake resistant reinforcing structure for gravity type harbor structure |
| JPH116124A (en) * | 1997-06-19 | 1999-01-12 | Nkk Corp | Foundation structure of traveling crane |
| CN1382876A (en) * | 2002-06-18 | 2002-12-04 | 天津大学 | Gravitation-type deep-water dock structure with cylindrical base on soft foundation |
| CN1651661A (en) * | 2005-02-24 | 2005-08-10 | 天津大学 | Box or drum type based barrel row structural unit bulk head water retaining structure |
| CN202899083U (en) * | 2012-11-12 | 2013-04-24 | 中交第三航务工程勘察设计院有限公司 | Pile-bucket combined wharf structure |
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| CN103806407A (en) | 2014-05-21 |
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