CN203755236U - Break-bulk cargo berth wharf - Google Patents

Break-bulk cargo berth wharf Download PDF

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Publication number
CN203755236U
CN203755236U CN201420133842.XU CN201420133842U CN203755236U CN 203755236 U CN203755236 U CN 203755236U CN 201420133842 U CN201420133842 U CN 201420133842U CN 203755236 U CN203755236 U CN 203755236U
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CN
China
Prior art keywords
rubble
gutter
bulk cargo
inverted filter
layer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420133842.XU
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Chinese (zh)
Inventor
周鸿权
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Second Institute of Oceanography SOA
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Second Institute of Oceanography SOA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Second Institute of Oceanography SOA filed Critical Second Institute of Oceanography SOA
Priority to CN201420133842.XU priority Critical patent/CN203755236U/en
Application granted granted Critical
Publication of CN203755236U publication Critical patent/CN203755236U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a break-bulk cargo berth wharf. The break-bulk cargo berth wharf comprises a first crushed stone inverted filter layer (1), a bollard (2), an anti-flood wall (3), a first water drainage pipe (4) and a track beam (6), and is characterized in that a slag backfilling layer (10) is arranged above a dam foundation (11), a crushed stone cushion layer (9), a cement layer (8) and a cast-in-place concrete surface layer (7) are sequentially arranged above the slag backfilling layer (10), the track beam (6) is arranged in the middle of the slag backfilling layer (10), the anti-flood wall (3) is arranged above a reinforced concrete coping (18), a track (5) is arranged above the track beam (6), a third water drainage pipe (14) is arranged inside a rubble concrete wall (15), and a second water drainage pipe (16) is arranged above the third water drainage pipe (14). The break-bulk cargo berth wharf has the advantages of being long in service life and reasonable in structural design, and has wide market prospects.

Description

A kind of break bulk cargo berth harbour
Technical field
The utility model relates to a kind of berth harbour, and especially a kind of break bulk cargo berth harbour, belongs to port works technical field.
Background technology
Break bulk cargo is again break bulk cargo thing, is called for short part goods or groceries, is can be with the goods of part metering, namely general cargo.Break bulk cargo thing can be divided into again packing goods and nude cargo, and packing goods can wire up freight with bag, bag, case etc. exactly, and nude cargo is exactly the goods that there is no packing or cannot pack.For example: steel and steel-product, iron and ironwork, various stationeries, cotton, natural rubber, leather and fur products, clothing item, plastic products, sacked cement, bagged chemical fertilizer, bagged grain, plant equipment, the vehicles, timber and timber-work, glass and glass product, handicraft etc. all belongs to break bulk cargo.
Because the large thing of these car loadings is loose, mostly adopt water route transportation.At present break bulk cargo thing harbour has following shortcoming: 1, gutter is long-time can enter silt after using and blocked, the water infiltrating in the dam foundation cannot be discharged; 2, there is no special machine operation track, unloading machinery is bad fixing like this, and handling goods is pretty troublesome; 3, on quayside, there is no wave subduer, when stormy waves is large, harbour edge is dabbled everywhere.
Summary of the invention
The purpose of this utility model is to provide a kind of break bulk cargo berth harbour, by increasing geotextiles, silt is blocked, and impels gutter unimpeded.On the dam foundation, increase again unloading dedicated track and make machinery fixing, on quayside, increase wave wall, effectively stoped stormy waves to dabble to harbour simultaneously.Solved that gutter enters silt and blocked can not draining, the bad fixing and harbour edge of unloading machinery is by the problem being dabbled everywhere.
For realizing the purpose of this utility model, the technical solution adopted in the utility model is:
A kind of break bulk cargo berth harbour, comprise that rubble inverted filter one, mooring dolphin, flood protection wall, gutter one, rail beam, the slag backfill layer of delaying, the dam foundation, rubble inverted filter two, steel bar concrete base plate, gutter three, rubble concrete wall body, gutter two, bumper, steel bar concrete bear down on one, it is characterized in that: described in the slag backfill layer of delaying be located at dam foundation top, delay slag backfill layer top is provided with hardcore bed, cement layer and Cast-in-place concrete surface layer successively, and rail beam is located in the middle of the slag backfill layer of delaying; Described steel bar concrete base plate is located at dam foundation left bottom, and rubble concrete wall body is located at the dam foundation left side, and bumper is located at the rubble concrete wall body left side, and steel bar concrete bears down on one and is located at rubble concrete wall side with it; Described flood protection wall is located at the steel bar concrete top of bearing down on one, and rail beam top is provided with track, and it is inner that gutter three is located at rubble concrete wall body, and gutter two is located at gutter three tops.
Described gutter two and gutter three integral body run through rubble concrete wall body, and left end all leaves delivery port, and right-hand member surrounding is enclosed with respectively rubble inverted filter one and rubble inverted filter two.
Between described rubble inverted filter one and track, be connected with gutter one.
Described rubble inverted filter one and rubble inverted filter two appearances are also enclosed with geotextiles.
The described flood protection wall left side is provided with mooring dolphin.
The utility model has the advantages that: by increasing geotextiles, silt is blocked, impel gutter unimpeded.On the dam foundation, increase again unloading dedicated track and make machinery fixing, on quayside, increase wave wall, effectively stoped stormy waves to dabble to harbour simultaneously.Solved that gutter enters silt and blocked can not draining, the bad fixing and problem that harbour edge is dabbled everywhere of unloading machinery.The utlity model has the advantage of long service life and reasonable in design, there are wide market prospects.
Accompanying drawing explanation
Fig. 1 is the structural layout plan of the utility model break bulk cargo berth harbour.
In figure: 1, rubble inverted filter one, 2, mooring dolphin, 3, flood protection wall, 4, gutter one, 5, track, 6, rail beam, 7, Cast-in-place concrete surface layer, 8, cement layer, 9, hardcore bed, 10, the slag backfill layer of delaying, 11, the dam foundation, 12, rubble inverted filter two, 13, steel bar concrete base plate, 14, gutter three, 15, rubble concrete wall body, 16, gutter two, 17, bumper, 18, steel bar concrete bears down on one.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further described.
As shown in the figure, the utility model break bulk cargo berth harbour, comprise that rubble inverted filter 1, mooring dolphin 2, flood protection wall 3, gutter 1, rail beam 6, the slag backfill layer 10 of delaying, the dam foundation 11, rubble inverted filter 2 12, steel bar concrete base plate 13, gutter 3 14, rubble concrete wall body 15, gutter 2 16, bumper 17, steel bar concrete bear down on one 18, the described slag backfill layer 10 of delaying is located at the dam foundation 11 tops, slag backfill layer 10 tops of delaying are provided with hardcore bed 9, cement layer 8 and Cast-in-place concrete surface layer 7 successively, and rail beam 6 is located in the middle of the slag backfill layer 10 of delaying; Described steel bar concrete base plate 13 is located at the dam foundation 11 left bottom, rubble concrete wall body 15 is located at the dam foundation 11 left sides, bumper 17 is located at rubble concrete wall body 15 left sides and keeps out and stop the impact of boats and ships to harbour, prevents that harbour from suffering impact failure, and steel bar concrete bears down on one and 18 is located at rubble concrete wall body 15 tops; Described flood protection wall 3 is located at steel bar concrete 18 tops of bearing down on one and blocks stormy waves harbour is dabbled, and rail beam 6 tops are provided with track 5 and are used for fixing unloading machinery, make machinery in orbit face move back and forth.Gutter 3 14 is located at rubble concrete wall body 15 inside, and gutter 2 16 is located at gutter 3 14 tops.
Gutter 2 16 and gutter 3 14 integral body run through rubble concrete wall body 15, left end all leaves delivery port and discharges for water body, right-hand member surrounding is enclosed with respectively rubble inverted filter 1 and rubble inverted filter 2 12, between rubble inverted filter 1 and track 5, be connected with gutter 1, rubble inverted filter 1 and rubble inverted filter 2 12 appearances are also enclosed with geotextiles the silt in water are filtered out, and prevent that silt from stopping up water pipe.Flood protection wall 3 left sides are provided with mooring dolphin 2 for stopping the boats and ships mooring that casts anchor.
First than, the utility model, by increasing geotextiles, silt is blocked with prior art, impel gutter unimpeded.On the dam foundation, increase again unloading dedicated track and make machinery fixing, on quayside, increase wave wall, effectively stoped stormy waves to dabble to harbour simultaneously.Solved that gutter enters silt and blocked can not draining, the bad fixing and problem that harbour edge is dabbled everywhere of unloading machinery.The utlity model has the advantage of long service life and reasonable in design, there are wide market prospects.

Claims (5)

1. a break bulk cargo berth harbour, comprise rubble inverted filter one (1), mooring dolphin (2), flood protection wall (3), gutter one (4), rail beam (6), the slag backfill layer (10) of delaying, the dam foundation (11), rubble inverted filter two (12), steel bar concrete base plate (13), gutter three (14), rubble concrete wall body (15), gutter two (16), bumper (17), steel bar concrete bear down on one (18), it is characterized in that: described in the slag backfill layer (10) of delaying be located at the dam foundation (11) top, delay slag backfill layer (10) top is provided with hardcore bed (9) successively, cement layer (8) and Cast-in-place concrete surface layer (7), rail beam (6) is located in the middle of the slag backfill layer (10) of delaying, described steel bar concrete base plate (13) is located at the dam foundation (11) left bottom, and rubble concrete wall body (15) is located at the dam foundation (11) left side, and bumper (17) is located at rubble concrete wall body (15) left side, steel bar concrete bear down on one (18) be located at rubble concrete wall body (15) top, described flood protection wall (3) is located at steel bar concrete (18) top of bearing down on one, and rail beam (6) top is provided with track (5), and gutter three (14) is located at rubble concrete wall body (15) inside, and gutter two (16) is located at gutter three (14) tops.
2. break bulk cargo according to claim 1 berth harbour, it is characterized in that: described gutter two (16) and gutter three (14) integral body run through rubble concrete wall body (15), left end all leaves delivery port, and right-hand member surrounding is enclosed with respectively rubble inverted filter one (1) and rubble inverted filter two (12).
3. break bulk cargo according to claim 2 berth harbour, is characterized in that: between described rubble inverted filter one (1) and track (5), be connected with gutter one (4).
4. break bulk cargo according to claim 2 berth harbour, is characterized in that: described rubble inverted filter one (1) and rubble inverted filter two (12) appearances are also enclosed with geotextiles.
5. break bulk cargo according to claim 1 berth harbour, is characterized in that: described flood protection wall (3) left side is provided with mooring dolphin (2).
CN201420133842.XU 2014-03-24 2014-03-24 Break-bulk cargo berth wharf Expired - Fee Related CN203755236U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420133842.XU CN203755236U (en) 2014-03-24 2014-03-24 Break-bulk cargo berth wharf

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420133842.XU CN203755236U (en) 2014-03-24 2014-03-24 Break-bulk cargo berth wharf

Publications (1)

Publication Number Publication Date
CN203755236U true CN203755236U (en) 2014-08-06

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CN201420133842.XU Expired - Fee Related CN203755236U (en) 2014-03-24 2014-03-24 Break-bulk cargo berth wharf

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104179153A (en) * 2014-08-21 2014-12-03 大连理工大学 Cantilever-type slidable anti-collision connection device for ship berthing platform
CN110004876A (en) * 2019-04-25 2019-07-12 日昌升集团有限公司 Low stake gravity type quay and its construction method suitable for soft soil foundation

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104179153A (en) * 2014-08-21 2014-12-03 大连理工大学 Cantilever-type slidable anti-collision connection device for ship berthing platform
CN104179153B (en) * 2014-08-21 2016-03-09 大连理工大学 Boats and ships stopping platform arm extending type slidably crashproof linkage
CN110004876A (en) * 2019-04-25 2019-07-12 日昌升集团有限公司 Low stake gravity type quay and its construction method suitable for soft soil foundation

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140806

Termination date: 20150324

EXPY Termination of patent right or utility model