CN103215870A - See-through pile plate combined type sea inlet road structure - Google Patents
See-through pile plate combined type sea inlet road structure Download PDFInfo
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- CN103215870A CN103215870A CN2013101291086A CN201310129108A CN103215870A CN 103215870 A CN103215870 A CN 103215870A CN 2013101291086 A CN2013101291086 A CN 2013101291086A CN 201310129108 A CN201310129108 A CN 201310129108A CN 103215870 A CN103215870 A CN 103215870A
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Abstract
The invention provides a see-through pile plate combined type sea inlet road structure which comprises reinforced concrete tubular piles, reinforced concrete baffle plates, ripraps, cushion caps and faceplates. The see-through pile plate combined type sea inlet structure is characterized in that the reinforced concrete tubular piles are transversely arranged with one another side by side, each row of the reinforced concrete tubular piles comprises at least two reinforced concrete tubular piles, every two rows of the reinforced concrete tubular piles are taken as a roadbed buttress, the reinforced concrete tubular piles of each roadbed buttress are symmetrically arranged with one another, the lower end of each reinforced concrete tubular pile is inserted into a mud surface of a sea bottom, the upper end of each reinforced concrete tubular pile is embedded into a circular groove of the bottom surface of the cushion cap, each reinforced concrete baffle plate which is inserted into the mud surface of the sea bottom is arranged on the inner side face of each roadbed buttress to form a rectangular space, and the rectangular space is internally filled with the ripraps; the faceplates are arranged on the cushion caps among the roadbed buttresses, two ends of the faceplates are embedded in the middle of the cushion caps, and water passing culverts are formed between the faceplates and the mud surface of the sea bottom; and the roadbed buttresses are symmetrically designed in the shape of a horizontal line, and the heights of the roadbed buttress which are exposed out of the water surface are on one horizontal line. After the see-through pile plate combined type sea inlet structure is adopted, the sea inlet road quick construction problem and the ground movement reuse problem can be solved.
Description
Technical field
The present invention relates to the agent structure of Haiti district, a kind of beach sea-going road, sea wall etc., specifically a kind of empty stake plate combined type sea-going road structure.
Background technology
Along with deepening continuously of Oil Exploration in China exploitation, sea beach area is transferred in the land exploitation gradually, the main battle ground of beach sea oil development having become CNPC exploitation.Building sea-going road and Tan Hai land bank platform or man-made island is the Foundation Design of beach sea oil development.Add " about strengthening the suggestion of marine man-made island construction " (No. [2007] 91, state's sea pipe word) file that National Bureau of Oceanography issued in 2008 with the sea management, require the company's of construction land man-made island, should adopt island bridge mode to connect 1 meter of charted depth with the territory, deep-sea, promptly require sea-going road must adopt the exposed throughout type sea-going road.Chang Yong jackstone structure, jackstone combination construction did not all satisfy above-mentioned documentation requirements in the past.And ripe at present exposed throughout type embankment structure has only trestle, and this structure has following shortcoming:
1, depth of water bad adaptability, shallow water area do not have suitable operation ship.
2, construction equipment requires height, the working procedure complexity, and construction also has certain difficulty.
3, construction investment is too high, and economic benefits are relatively poor.
4, must not lay various pipelines on the relevant industries standard-required trestle, the requirement that this does not satisfy beach sea oil exploitation will seriously restrict Tan Hai land bank Oilfield developing.
Summary of the invention
The purpose of this invention is to provide a kind of empty stake plate combined type sea-going road structure, solve the technical problem that above-mentioned conventional art exists, promote the development of sea, beach oil cause, make development of resources and natural environment harmonious development.
Technical scheme of the present invention realizes in the following manner:
The present invention includes steel bar concrete tubing string, steel bar concrete baffle plate, jackstone, cushion cap and panel, it is characterized in that the steel bar concrete pile tube laterally is arranged side by side, at least two of every placing of reinforcement concrete pile tubes, per two rows are a roadbed buttress, the steel bar concrete pile tube of each roadbed buttress is symmetrical arranged, seabed mud face is inserted in every steel bar concrete pile tube lower end, the upper end is embedded in the circular groove of cushion cap bottom surface, on the medial surface of each roadbed buttress, be provided with the steel bar concrete baffle plate that inserts seabed mud face, constitute a coffin, in coffin, be filled with jackstone; Cushion cap between roadbed buttress and the roadbed buttress is provided with panel, and the two ends of panel are embedded in the middle part of cushion cap, constitutes one between panel and the seabed mud face and crosses the water culvert; The design of roadbed buttress symmetry yi word pattern, the height that spills the seawater face is on a horizon.
Cushion cap is made as rectangle, and vertically both sides are provided with the inclined-plane of symmetry, and last end face longitudinal middle part is provided with the spill mouth, and the width of spill mouth is greater than the width of panel, and the degree of depth of spill mouth is less than the thickness of panel, and the middle part is provided with rectangular opening at the bottom of the spill mouth.
The steel bar concrete baffle plate is made as rectangle, is provided with the prism of being convenient to insert seabed mud face in the lower end.
Compared with the prior art the present invention has the following advantages:
1, permeable, saturating wave is effective, stream field, little towards silt variation and marine environment influence.
2, make things convenient for the laying of oil transportation, gas transmission line and cable, communications optical cable.
3, the opposing scouring capability is strong, the later maintenance workload is little.
4, stake plate combination buttress inner stuffing enriches, and bulk strength is big, has good stable, and can effectively resist the ice loading effect, applicable to the sea ice zone.
5, the ramp type cushion cap can reduce wave, ice loading effect.
6, major part belongs to the steel bar concrete prefabricated component, in advance can be prefabricated according to designing requirement, and convenient transportation.
7, required pile tube stake type is little, and stake is long shorter, not limited by the depth of water, and shallow water area also can be implemented.
8, working procedure is simple, and the construction period is short.
Description of drawings
Fig. 1-vertical sectional schematic diagram of the present invention;
The horizontal sectional schematic diagram of Fig. 2-Fig. 1;
The structural representation of Fig. 3-cushion cap;
The vertical view of Fig. 4-roadbed buttress;
1-steel bar concrete pile tube among the figure, 2-steel bar concrete baffle plate, 3-throws face, 4-cushion cap, 5-panel, 6-seabed mud face.
The specific embodiment
For further disclosing technical scheme of the present invention, elaborate by embodiment below in conjunction with Figure of description:
The present invention includes steel bar concrete tubing string, steel bar concrete baffle plate 2, jackstone 3, cushion cap 4 and panel 5, it is characterized in that steel bar concrete pile tube 1 laterally is arranged side by side, 1 at least two of every placing of reinforcement concrete pile tube, per two rows are a roadbed buttress, the steel bar concrete pile tube 1 of each roadbed buttress is symmetrical arranged, seabed mud face 6 is inserted in every steel bar concrete pile tube 1 lower end, the upper end is embedded in the cushion cap 4 bottom surface circular grooves, on the medial surface of each roadbed buttress, be provided with the steel bar concrete baffle plate 2 that inserts seabed mud face 6, constitute a coffin, in coffin, be filled with jackstone 3; Cushion cap 4 between roadbed buttress and the roadbed buttress is provided with panel 5, and the two ends of panel 5 are embedded in the middle part of cushion cap 4, constitutes one between panel 5 and the seabed mud face 6 and crosses the water culvert; The design of roadbed buttress symmetry yi word pattern, the height that spills the seawater face is on a horizon.
The present invention mainly adopts pile plate composite structure to adopt steel bar concrete contact frame beam as taking the exposed throughout type sea-going road with certain span that panel 5 forms on cushion cap 4, the cushion cap 4 as the roadbed buttress, on it, wherein the roadbed buttress of pile plate composite structure carries out shutoff by the high-intensity steel bar concrete pile tube 1 of two rows as carrying pile foundation, the inboard steel bar concrete baffle plate 2 that adopts of steel bar concrete pile tube, in fill out jackstone 3, the roadbed buttress of pile plate composite structure is connected to form a general frame structure by top cushion cap 4.Pile tube size, length, dimension of platform, span, panel size all design by designing requirement.During enforcement: two placing of reinforcement concrete pile tubes 1 are squeezed on longitudinally vertical earlier sea, every row has two above steel bar concrete pile tubes 1, every row has 4 steel bar concrete pile tubes 1 in this example, secondly at the steel bar concrete pile tube 1 inboard steel bar concrete baffle plate 2 that inserts bottom band prism, each roadbed buttress adopts 4 steel bar concrete baffle plates 2 to carry out shutoff in this example, fill out jackstone 3 or other materials then, installation or cast-in-place contact frame beam are as cushion cap 4 then, cushion cap 4 by top couples together steel bar concrete pile tube 1, frame construction of whole formation, above cushion cap 4, take panel 5 at last as surface layer, constitute saturating empty stake plate combined type sea-going road structure.
Claims (3)
1. saturating empty stake plate combined type sea-going road structure, comprise steel bar concrete tubing string, steel bar concrete baffle plate, jackstone, cushion cap and panel, it is characterized in that the steel bar concrete pile tube laterally is arranged side by side, at least two of every placing of reinforcement concrete pile tubes, per two rows are a roadbed buttress, the steel bar concrete pile tube of each roadbed buttress is symmetrical arranged, seabed mud face is inserted in every steel bar concrete pile tube lower end, the upper end is embedded in the circular groove of cushion cap bottom surface, on the medial surface of each roadbed buttress, be provided with the steel bar concrete baffle plate that inserts seabed mud face, constitute a coffin, in coffin, be filled with jackstone; Cushion cap between roadbed buttress and the roadbed buttress is provided with panel, and the two ends of panel are embedded in the middle part of cushion cap, constitutes one between panel and the seabed mud face and crosses the water culvert; The design of roadbed buttress symmetry yi word pattern, the height that spills the seawater face is on a horizon.
2. empty stake plate combined type sea-going road structure according to claim 1, it is characterized in that: cushion cap is made as rectangle, vertically both sides are provided with the inclined-plane of symmetry, last end face longitudinal middle part is provided with the spill mouth, the width of spill mouth is greater than the width of panel, the degree of depth of spill mouth is less than the thickness of panel, and the middle part is provided with rectangular opening at the bottom of the spill mouth.
3. empty stake plate combined type sea-going road structure according to claim 1, it is characterized in that: the steel bar concrete baffle plate is made as rectangle, is provided with the prism of being convenient to insert seabed mud face in the lower end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101291086A CN103215870A (en) | 2013-04-15 | 2013-04-15 | See-through pile plate combined type sea inlet road structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013101291086A CN103215870A (en) | 2013-04-15 | 2013-04-15 | See-through pile plate combined type sea inlet road structure |
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| CN103215870A true CN103215870A (en) | 2013-07-24 |
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| CN2013101291086A Pending CN103215870A (en) | 2013-04-15 | 2013-04-15 | See-through pile plate combined type sea inlet road structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110273339A (en) * | 2019-07-18 | 2019-09-24 | 厦门东翔工程设计有限公司 | A kind of land subsidence crack resistence structure and its construction method |
| WO2021051274A1 (en) * | 2019-09-17 | 2021-03-25 | 大连理工大学 | New pin-type mat foundation |
| CN113186889A (en) * | 2021-02-02 | 2021-07-30 | 中国海洋大学 | Combined pile plate structure for reinforcing and protecting artificial island reef and construction method thereof |
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| JP2005264514A (en) * | 2004-03-17 | 2005-09-29 | Nishimatsu Constr Co Ltd | Foundation slab structure of sea berth structure, and its construction method |
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2013
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| CN101144264A (en) * | 2006-09-12 | 2008-03-19 | 陈振新 | Assembly type gravity-porous marine engineering structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110273339A (en) * | 2019-07-18 | 2019-09-24 | 厦门东翔工程设计有限公司 | A kind of land subsidence crack resistence structure and its construction method |
| WO2021051274A1 (en) * | 2019-09-17 | 2021-03-25 | 大连理工大学 | New pin-type mat foundation |
| CN113186889A (en) * | 2021-02-02 | 2021-07-30 | 中国海洋大学 | Combined pile plate structure for reinforcing and protecting artificial island reef and construction method thereof |
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Application publication date: 20130724 |