CN108999143A - A kind of multi-port pond large size all-weather wharf structure and its method of construction - Google Patents
A kind of multi-port pond large size all-weather wharf structure and its method of construction Download PDFInfo
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- CN108999143A CN108999143A CN201811007175.XA CN201811007175A CN108999143A CN 108999143 A CN108999143 A CN 108999143A CN 201811007175 A CN201811007175 A CN 201811007175A CN 108999143 A CN108999143 A CN 108999143A
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- 238000010276 construction Methods 0.000 title claims abstract description 27
- 238000000034 method Methods 0.000 title claims abstract description 16
- 239000003643 water by type Substances 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 73
- 239000010959 steel Substances 0.000 claims description 73
- 239000000725 suspension Substances 0.000 claims description 13
- 238000009434 installation Methods 0.000 claims description 11
- 238000005246 galvanizing Methods 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000012545 processing Methods 0.000 claims description 4
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 3
- 238000009412 basement excavation Methods 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 3
- 238000005260 corrosion Methods 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 238000012805 post-processing Methods 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 239000011701 zinc Substances 0.000 claims description 3
- 229910052725 zinc Inorganic materials 0.000 claims description 3
- 239000003755 preservative agent Substances 0.000 claims description 2
- 230000002335 preservative effect Effects 0.000 claims description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/068—Landing stages for vessels
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C5/00—Base supporting structures with legs
- B66C5/02—Fixed or travelling bridges or gantries, i.e. elongated structures of inverted L or of inverted U shape or tripods
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1205—Small buildings erected in the open air
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- Structural Engineering (AREA)
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- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of multi-port pond large size all-weather wharf structures, including convex dike formula dock structure and round-the-clock awning structure；Convex dike formula dock structure includes two sides quay wall structure and several interlude open wharf structures, waters forms two or more basins between two sides quay wall structure and interlude open wharf structure, and round-the-clock awning structure uses the corresponding multispan formula arrangement with basin quantity；Multi-port pond enlargement all-weather wharf structure of the present invention is more for open land-based area working space, operating system is relatively independent between each basin, round-the-clock handling operation can be carried out simultaneously, greatly improves operating efficiency, can greatly meet the job requirements of port enterprise；And the method for construction of enlargement all-weather wharf structure in multi-port pond of the present invention can be good at being applicable in different construction conditions, the assembly construction method of round-the-clock awning structure, all tool has great advantage in the economy, periodicity and safety of construction.
Description
Technical field
The present invention relates to port and pier technical field, especially a kind of multi-port pond large size all-weather wharf structure and its construction
Method.
Background technique
All-weather wharf refers to that above basin, construction has and keeps out wind and rain and the water of the awning structure of handling operation function
Work building, this structure can greatly improve stevedoring for the adaptability of natural conditions, significantly improve dock operation item
Part, and greatly improve dock operation efficiency.Compared with conventional Wharf, all-weather wharf has operating environment comfortable, code
The efficient and stable advantage of head operational efficiency, especially suitable for there is the port enterprise of particular/special requirement to product handling.
In recent years, all-weather wharf built at this stage according to incompletely statistics by the favor by more and more port enterprises
At all-weather wharf be mostly single basin arrangement, berth grade is generally less than 5000 tonnes.And it is flourishing with water transport market
Development and the handling of some special cargo types require to be continuously improved, use of the port enterprise for the all-weather wharf of enlargement
Demand is more more and more urgent, so the enlargement construction of all-weather wharf is imperative.
Summary of the invention
To solve the above-mentioned problems, the purpose of the present invention is to provide a kind of multi-port pond large size all-weather wharf structure and its
Method of construction.
The technical solution for realizing the aim of the invention is as follows:
A kind of multi-port pond large size all-weather wharf structure, which is characterized in that including convex dike formula dock structure and round-the-clock awning knot
Structure；The convex dike formula dock structure includes two sides quay wall structure and several interlude open wharf structures, Ruo Ganzhong
Between section open wharf structure be located between the quay wall structure of two sides, two sides quay wall structure and interlude exposed throughout type
Waters forms two or more basins between dock structure, and each basin berth grade is up to 10,000 tons；The two sides wall type
Dock structure rear forms land-based area, as all-weather wharf handling operation area and land transportation channel；The round-the-clock awning knot
Structure uses the corresponding multispan formula arrangement with basin quantity, and the round-the-clock awning structure includes that side column cushion cap foundation, center pillar are held
Stylobate plinth, lattice type steel column, trussed-beam steel beam, roofing steel grid structure, roof boarding, bridge crane, rises awning structure suspension column
The outer gutter of heavy-duty machine track, ridge ventilator and roofing；It is provided with side column cushion cap foundation in the two sides quay wall structure, in
Between be provided with center pillar cushion cap foundation in section open wharf structure, be respectively provided with rain on side column cushion cap foundation and center pillar cushion cap foundation
Booth structure suspension column is provided with lattice type steel column on awning structure suspension column, is provided with truss-like between two neighboring lattice type steel column
Girder steel is provided with roofing steel grid structure on trussed-beam steel beam, roof boarding is provided on roofing steel grid structure, is set on roof boarding
It is equipped with ridge ventilator, the outer gutter of roofing is provided between two neighboring roof boarding；Between the two neighboring lattice type steel column
It is provided with crane runway, is provided with bridge crane on crane runway.
Preferably, it is provided in the two sides quay wall structure and interlude open wharf structure by ship facility
And draw boat system, wherein it is described by ship facility include bollard and rubber fender；The boat system that draws includes that ship rail is drawn in fixation
Road draws ship trolley, capstan winch, winch, elevator and draws ship control system.
Preferably, the two sides quay wall structure uses sheet pile formula structure or Caisson type Structure, and the interlude is saturating
Empty formula dock structure uses high-pile beam formula structure, and the roof boarding uses profiled sheet.
Preferably, the lattice type steel column includes load-bearing pillar and wind-resistant column, arranged for interval plane skylight on the profiled sheet.
Preferably, the all-weather wharf structure should also include powered lighting facility, communication equipment, fire water drainage facility.
A kind of method of construction of multi-port pond large size all-weather wharf structure, which comprises the following steps:
1) the proposed areas outside of all-weather wharf builds Temporary Cofferdam, and backfill forms convex dike formula land-based area within the scope of cofferdam；
2) quay wall forward position steel pipe sheet pile, rear anchoring two sides quay wall structure building: are set on convex dike formula land-based area
Stake and round-the-clock awning side column foundation pile, ahead of the curve fitting-out quay reinforcing pull rod between steel pipe sheet pile and rear grouser, ahead of the curve steel
Breastwork is poured in tube sheet stake, pours anchor wall on the grouser of rear, pours side column cushion cap on round-the-clock awning side column foundation pile
Basis, and pre-buried bollard, fender, draw ship trolley track, Yin Chuan tensioning mechanism and awning structure suspension column built-in fitting, perform breastwork
Inverted filter before inverted filter and anchor wall wall after wall performs winch, capstan winch basis and embedded built-in fitting, buries hydroelectric line, perform
Terrace, gutter, installation rubber fender draw ship trolley track, Yin Chuan tensioning mechanism, draw ship trolley, capstan winch and winch；
3) interlude harbour is built: performing fully-sleeved filled pile on convex dike formula land-based area, center pillar is poured on fully-sleeved filled pile and is held
Stylobate plinth, and embedded bollard, fender, to draw ship trolley track, Yin Chuan tensioning mechanism, capstan winch winch and awning structure suspension column pre-buried
Part, performs Wharf Surface, and installation rubber fender draws ship trolley track, Yin Chuan tensioning mechanism, draws ship trolley, capstan winch and winch；
4) one main one auxiliary two enlarged loop wheel machines, ground round-the-clock awning structure building: must be used when the lattice type steel column lifts
Face configures one group of work team, and lattice type steel column is assisted accurately to be located on cushion cap foundation；After lattice type steel column is installed, carry out
Trussed-beam steel beam installation, forms round-the-clock awning upper brace；After trussed-beam steel beam is installed, bridge crane track is installed
Beam and crane runway, and lift bridge crane；Platform is set up using the bridge crane being installed, which can be with bridge
Formula crane is mobile；Elements of Space Grid Truss rod piece is hung on above-mentioned platform after ground carries out preassembling, carries out roofing steel grid structure
Integral installation；Roof boarding is installed on roofing steel grid structure, ridge ventilator, two neighboring room are installed on roof boarding
The outer gutter of roofing is provided between panel；
5) port basin: after above-mentioned all-weather wharf main structure is built up, the outer Temporary Cofferdam of basin is removed, is taken on the bank or waterborne
Basin is excavated, dumped rocks protecting foundation is carried out to basin after excavation.
Preferably, round-the-clock awning side column foundation pile should be completed before sheet-pile wharf reinforcing pull rod is installed in step 2.
It preferably, must setting grounded screen in harbour building course in step 2 and step 3).
Preferably, lattice type steel column described in step 4) due to figure it is huge, need to be segmented it is prefabricated, it is assembled at the scene before lifting
At complete cylinder, steel member used need to by preassembling before galvanizing, galvanizing, galvanizing post-processing, weld hot spray painted zinc and
Steel member oil paint coating.
Preferably, in step 5) after the completion of port basin, two sides quay wall and interlude Pile Foundation of Wharf are prevented
Corruption processing, processing mode select sacrificial anode block anti-corrosion.
Compared with prior art, the present invention its remarkable advantage:
The present invention provides a kind of multi-port pond enlargement all-weather wharf structure and its method of construction, the enlarged whole days in multi-port pond
Harbour is waited more for open land-based area working space, operating system is relatively independent between each basin, can carry out round-the-clock dress simultaneously
Operation is unloaded, operating efficiency is greatly improved, can greatly meet the job requirements of port enterprise.And it is provided by the invention
A kind of multi-port pond enlargement all-weather wharf structure and its method of construction can be good at being applicable in different construction conditions, round-the-clock
The assembly construction method of awning structure, all tool has great advantage in the economy, periodicity and safety of construction.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is required attached drawing in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only the present invention
Some embodiments for those of ordinary skill in the art without creative efforts, can also basis
These attached drawings obtain other attached drawings.
Fig. 1 is the structural schematic diagram of enlargement all-weather wharf structure in multi-port pond of the present invention.
Fig. 2 is the top view of enlargement all-weather wharf structure in multi-port pond of the present invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Embodiment 1:
As depicted in figs. 1 and 2, a kind of multi-port pond large size all-weather wharf structure, including convex dike formula dock structure 1 and round-the-clock rain
Booth structure；The convex dike formula dock structure 1 includes two sides quay wall structure 2 and interlude open wharf structure 3, centre
Section open wharf structure 3 is between two sides quay wall structure 2, two sides quay wall structure 2 and interlude transmission
Waters forms two basins 4 between formula dock structure 3, and each 4 berth grade of basin is up to 10,000 tons；The two sides wall type code
Header structure 2 uses sheet pile formula structure or Caisson type Structure, and the interlude open wharf structure 3 uses high-pile beam formula knot
Structure can also prove as the case may be and select structure type；2 rear of two sides quay wall structure forms land-based area 5, as
All-weather wharf handling operation area and land transportation channel；The two sides quay wall structure 2 and interlude open wharf
Be provided in structure 3 by ship facility and draw boat system, wherein it is described by ship facility include bollard and rubber fender 10；Institute
State draw boat system include fixation draw ship track, draw ship trolley 11, capstan winch 7, winch 8, elevator 9 and draw ship control system；It is described
All-weather wharf structure should also include powered lighting facility, communication equipment, fire water drainage facility；
The round-the-clock awning structure uses the corresponding multispan formula with basin quantity to arrange that the round-the-clock awning structure includes
Side column cushion cap foundation 6, center pillar cushion cap foundation 30, awning structure suspension column 12, lattice type steel column 13, trussed-beam steel beam 14, roofing steel
The outer gutter 21 of grid structure 15, roof boarding 16, bridge crane 18, crane runway 19, ridge ventilator 20 and roofing；It is described
It is provided with side column cushion cap foundation 6 in two sides quay wall structure 2, is provided with center pillar in interlude open wharf structure 3 and holds
Awning structure suspension column 12, awning structure suspension column 12 are provided on stylobate plinth 30, side column cushion cap foundation 6 and center pillar cushion cap foundation 30
On be provided with lattice type steel column 13, trussed-beam steel beam 14, trussed-beam steel beam 14 are provided between two neighboring lattice type steel column 13
On be provided with roofing steel grid structure 15, roof boarding 16 is provided on roofing steel grid structure 15, is provided with room on roof boarding 16
Ridge ventilator 20 is provided with the outer gutter 21 of roofing between two neighboring roof boarding 16；The two neighboring lattice type steel column 13 it
Between be provided with crane runway 19, bridge crane 18 is provided on crane runway 19；Wherein, the roof boarding 16 is using pressure
Shape steel plate, the lattice type steel column 13 include load-bearing pillar and wind-resistant column 17, arranged for interval plane skylight on the profiled sheet.
A kind of method of construction of multi-port pond large size all-weather wharf structure, comprising the following steps:
1) the proposed areas outside of all-weather wharf builds Temporary Cofferdam, and backfill forms convex dike formula land-based area within the scope of cofferdam；
2) quay wall forward position steel pipe sheet pile 22, rear anchor two sides quay wall structure building: are set on convex dike formula land-based area
Determine stake 23 and round-the-clock awning side column foundation pile 24, ahead of the curve fitting-out quay reinforcing pull rod between steel pipe sheet pile 22 and rear grouser 23
25, breastwork 26 is poured on steel pipe sheet pile 22 ahead of the curve, anchor wall 27 is poured on rear grouser 23, in round-the-clock awning side column
It pours side column cushion cap foundation 6 on foundation pile 24, and pre-buried bollard, fender, draws ship trolley track, Yin Chuan tensioning mechanism and awning knot
12 built-in fitting of bent performs after 26 wall of breastwork inverted filter before 27 wall of inverted filter and anchor wall, performs winch, capstan winch basis and bury
If built-in fitting, hydroelectric line is buried, performs terrace 28, gutter, installation rubber fender 10 draws ship trolley track, draws ship tensioning
Ship trolley 11, capstan winch 7 and winch 8 draw in mechanism；Wherein, round-the-clock awning side column foundation pile should be before the installation of sheet-pile wharf reinforcing pull rod
It completes；
3) interlude harbour is built: on convex dike formula land-based area being performed fully-sleeved filled pile 29, is poured on fully-sleeved filled pile 29
Column cushion cap foundation 30, and bury bollard, fender, draw ship trolley track, Yin Chuan tensioning mechanism, capstan winch winch and awning structural column
12 built-in fitting of foot, performs Wharf Surface 33, and installation rubber fender 10 draws ship trolley track, Yin Chuan tensioning mechanism, draws ship trolley
11, capstan winch 7 and winch 8；
4) round-the-clock awning structure building: must use one main one auxiliary two enlarged loop wheel machines when the lattice type steel column 13 lifts,
Ground configures one group of work team, and lattice type steel column 13 is assisted accurately to be located on cushion cap foundation；Lattice type steel column 13 is installed
Afterwards, it carries out trussed-beam steel beam 14 to install, forms round-the-clock awning upper brace；After trussed-beam steel beam 14 is installed, mounting bridge
Formula crane runway beam and crane runway 19, and lift bridge crane 18；It is set up using the bridge crane being installed
Platform, the platform can be mobile with bridge crane；Elements of Space Grid Truss rod piece is hung on above-mentioned platform after ground carries out preassembling, into
15 integral installation of row roofing steel grid structure；Roof boarding 16 is installed on roofing steel grid structure 15, is pacified on roof boarding 16
Equipped with ridge ventilator 20, the outer gutter 21 of roofing is provided between two neighboring roof boarding 16；
5) port basin: after above-mentioned all-weather wharf main structure is built up, the outer Temporary Cofferdam of basin is removed, is taken on the bank or waterborne
Basin 4 is excavated, dumped rocks protecting foundation 31 is carried out to basin 4 after excavation.
It must setting grounded screen in harbour building course in step 2 and step 3).
Lattice type steel column 13 described in step 4) since figure is huge, need to be segmented it is prefabricated, lifting before has been assembled at the scene
Whole cylinder, steel member used need to be by preassembling, galvanizing, galvanizing post-processing, weld hot spray painted zinc and steel structures before galvanizing
Part oil paint coating.
After the completion of basin 4 excavates in step 5), preservative treatment is carried out to two sides quay wall and interlude Pile Foundation of Wharf,
Processing mode selects 35 anti-corrosion of sacrificial anode block.
In conclusion the present invention provides a kind of multi-port pond enlargement all-weather wharf structure and its method of construction, multi-port
The enlarged all-weather wharf in pond is more for open land-based area working space, and operating system is relatively independent between each basin, Ke Yitong
The round-the-clock handling operation of Shi Jinhang, greatly improves operating efficiency, can greatly meet the job requirements of port enterprise.
And a kind of multi-port pond enlargement all-weather wharf structure provided by the invention and its method of construction can be good at being applicable in it is different
Construction condition, the assembly construction method of round-the-clock awning structure all have in the economy, periodicity and safety of construction
Very big advantage.
Particular embodiments described above, the technical issues of to solution of the invention, technical scheme and beneficial effects carry out
It is further described, it should be understood that the above is only a specific embodiment of the present invention, is not limited to
The present invention, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should be included in this
Within the protection scope of invention.
Claims (10)
1. a kind of multi-port pond large size all-weather wharf structure, which is characterized in that including convex dike formula dock structure (1) and round-the-clock rain
Booth structure；The convex dike formula dock structure (1) includes two sides quay wall structure (2) and several interlude open wharf knots
Structure (3), several interlude open wharf structures (3) are located between two sides quay wall structure (2), two sides quay wall
Waters is formed two or more basins (4) between structure (2) and interlude open wharf structure (3), each basin (4) berth
Grade is up to 10,000 tons；The two sides quay wall structure (2) rear forms land-based area (5), loads and unloads and makees as all-weather wharf
Industry area and land transportation channel；The round-the-clock awning structure uses the corresponding multispan formula arrangement with basin quantity, described complete
Weather awning structure includes side column cushion cap foundation (6), center pillar cushion cap foundation (30), awning structure suspension column (12), lattice type steel column
(13), trussed-beam steel beam (14), roofing steel grid structure (15), roof boarding (16), bridge crane (18), crane runway
(19), ridge ventilator (20) and the outer gutter (21) of roofing；Side column cushion cap is provided on the two sides quay wall structure (2)
Basic (6) are provided with center pillar cushion cap foundation (30) in interlude open wharf structure (3), side column cushion cap foundation (6) and center pillar
It is provided with awning structure suspension column (12) on cushion cap foundation (30), is provided with lattice type steel column on awning structure suspension column (12)
(13), it is provided with trussed-beam steel beam (14) between two neighboring lattice type steel column (13), trussed-beam steel beam is provided with room on (14)
Face steel grid structure (15) is provided with roof boarding (16) on roofing steel grid structure (15), and roof boarding is provided with ridge on (16)
Ventilator (20) is provided with the outer gutter (21) of roofing between two neighboring roof boarding (16)；The two neighboring lattice type steel column
(13) it is provided between crane runway (19), bridge crane (18) is provided on crane runway (19).
2. large size all-weather wharf structure in multi-port pond according to claim 1, which is characterized in that the two sides wall type code
It is provided on header structure (2) and interlude open wharf structure (3) by ship facility and draws boat system, wherein is described to lean on ship
Facility includes bollard and rubber fender (10)；The boat system that draws includes that fixation draws ship track, draws ship trolley (11), capstan winch
(7), winch (8), elevator (9) and draw ship control system.
3. large size all-weather wharf structure in multi-port pond according to claim 1, which is characterized in that the two sides wall type code
Header structure (2) uses sheet pile formula structure or Caisson type Structure, and the interlude open wharf structure (3) uses high-pile beam formula
Structure, the roof boarding (16) use profiled sheet.
4. large size all-weather wharf structure in multi-port pond according to claim 1, which is characterized in that the lattice type steel column
It (13) include load-bearing pillar and wind-resistant column (17), arranged for interval plane skylight on the profiled sheet.
5. large size all-weather wharf structure in multi-port pond according to claim 1, which is characterized in that the all-weather wharf knot
Structure should also include powered lighting facility, communication equipment, fire water drainage facility.
6. a kind of method of construction of large size all-weather wharf structure in multi-port pond according to claim 1, which is characterized in that packet
Include following steps:
1) the proposed areas outside of all-weather wharf builds Temporary Cofferdam, and backfill forms convex dike formula land-based area within the scope of cofferdam；
2) quay wall forward position steel pipe sheet pile (22), rear two sides quay wall structure building: are set on convex dike formula land-based area
Grouser (23) and round-the-clock awning side column foundation pile (24), install between steel pipe sheet pile (22) and rear grouser (23) ahead of the curve
Harbour reinforcing pull rod (25) pours breastwork (26) on steel pipe sheet pile (22) ahead of the curve, pours anchor wall on rear grouser (23)
(27), it is poured side column cushion cap foundation (6) on round-the-clock awning side column foundation pile (24), and pre-buried bollard, fender, draws ship trolley
Track, Yin Chuan tensioning mechanism and awning structure suspension column (12) built-in fitting perform inverted filter and anchor wall (27) after breastwork (26) wall
Inverted filter before wall performs winch, capstan winch basis and embedded built-in fitting, buries hydroelectric line, perform terrace (28), gutter, pacify
Dress rubber fender (10) draws ship trolley track, Yin Chuan tensioning mechanism, draws ship trolley (11), capstan winch (7) and winch (8)；
3) interlude harbour is built: being performed fully-sleeved filled pile (29) on convex dike formula land-based area, is poured on fully-sleeved filled pile (29)
It builds center pillar cushion cap foundation (30), and buries bollard, fender, draws ship trolley track, Yin Chuan tensioning mechanism, capstan winch winch and awning
Structure suspension column (12) built-in fitting, performs Wharf Surface (33), and installation rubber fender (10) draws ship trolley track, draws ship stretching machine
Structure draws ship trolley (11), capstan winch (7) and winch (8)；
4) round-the-clock awning structure building: main auxiliary two enlargements must be used to hang when the lattice type steel column (13) lifts
Machine, ground configure one group of work team, and lattice type steel column (13) is assisted accurately to be located on cushion cap foundation；Lattice type steel column (13) peace
After the completion of dress, trussed-beam steel beam (14) installation is carried out, round-the-clock awning upper brace is formed；Trussed-beam steel beam (14) is installed
Afterwards, bridge crane track beam and crane runway (19) are installed, and lift bridge crane (18)；Utilize the bridge being installed
Formula crane sets up platform, which can be mobile with bridge crane；Elements of Space Grid Truss rod piece is hung after ground carries out preassembling
On above-mentioned platform, roofing steel grid structure (15) integral installation is carried out；Roof boarding is installed on roofing steel grid structure (15)
(16), it is equipped on roof boarding (16) ridge ventilator (20), the outer day of roofing is provided between two neighboring roof boarding (16)
Ditch (21)；
5) port basin: after above-mentioned all-weather wharf main structure is built up, the outer Temporary Cofferdam of basin is removed, is taken on the bank or waterborne
It excavates basin (4), dumped rocks protecting foundation (34) is carried out to basin (4) after excavation.
7. the method for construction of large size all-weather wharf structure in multi-port pond according to claim 6, which is characterized in that step 2
In round-the-clock awning side column foundation pile should sheet-pile wharf reinforcing pull rod install before complete.
8. the method for construction of large size all-weather wharf structure in multi-port pond according to claim 6, which is characterized in that step 2
With in step 3) in harbour building course must setting grounded screen.
9. the method for construction of large size all-weather wharf structure in multi-port pond according to claim 6, which is characterized in that step 4)
Described in lattice type steel column (13) due to figure it is huge, need to be segmented it is prefabricated, lifting before is assembled into complete cylinder, steel used at the scene
Component need to be by preassembling, galvanizing, galvanizing post-processing, weld hot spray painted zinc and steel member oil paint coating before galvanizing.
10. the method for construction of large size all-weather wharf structure in multi-port pond according to claim 6, which is characterized in that step
5) after the completion of basin (4) excavates in, preservative treatment, processing mode choosing are carried out to two sides quay wall and interlude Pile Foundation of Wharf
With sacrificial anode block (35) anti-corrosion.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110467008A (en) * | 2019-08-28 | 2019-11-19 | 中交第四航务工程勘察设计院有限公司 | A kind of middle-size and small-size harbour and its handling method of horizontal layout |
| CN110482245A (en) * | 2019-08-15 | 2019-11-22 | 王静波 | Environment protection type multifunctional dry bulk cargo harbour and construction method |
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| JPH06286881A (en) * | 1993-04-05 | 1994-10-11 | Hitachi Zosen Corp | Wind and rain preventing device in cargo handling facility |
| CN107366435A (en) * | 2017-05-25 | 2017-11-21 | 上海建工四建集团有限公司 | Totally enclosed type green construction enclosing and its construction method |
| CN107558435A (en) * | 2017-09-07 | 2018-01-09 | 中交第三航务工程勘察设计院有限公司 | Ship under all-weather wharf and the structure is from pool operating type |
| CN108277882A (en) * | 2017-12-21 | 2018-07-13 | 中交第三航务工程局有限公司 | Super-huge steel structure canopy construction technology under mal-condition |
| CN108343028A (en) * | 2018-03-14 | 2018-07-31 | 中交四航局港湾工程设计院有限公司 | A kind of caisset jetty type wharf and its method of construction |
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| JPH06286881A (en) * | 1993-04-05 | 1994-10-11 | Hitachi Zosen Corp | Wind and rain preventing device in cargo handling facility |
| CN107366435A (en) * | 2017-05-25 | 2017-11-21 | 上海建工四建集团有限公司 | Totally enclosed type green construction enclosing and its construction method |
| CN107558435A (en) * | 2017-09-07 | 2018-01-09 | 中交第三航务工程勘察设计院有限公司 | Ship under all-weather wharf and the structure is from pool operating type |
| CN108277882A (en) * | 2017-12-21 | 2018-07-13 | 中交第三航务工程局有限公司 | Super-huge steel structure canopy construction technology under mal-condition |
| CN108343028A (en) * | 2018-03-14 | 2018-07-31 | 中交四航局港湾工程设计院有限公司 | A kind of caisset jetty type wharf and its method of construction |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110482245A (en) * | 2019-08-15 | 2019-11-22 | 王静波 | Environment protection type multifunctional dry bulk cargo harbour and construction method |
| CN110467008A (en) * | 2019-08-28 | 2019-11-19 | 中交第四航务工程勘察设计院有限公司 | A kind of middle-size and small-size harbour and its handling method of horizontal layout |
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Application publication date: 20181214 |