CN104649039B - Concrete transporter - Google Patents
Concrete transporter Download PDFInfo
- Publication number
- CN104649039B CN104649039B CN201510073530.3A CN201510073530A CN104649039B CN 104649039 B CN104649039 B CN 104649039B CN 201510073530 A CN201510073530 A CN 201510073530A CN 104649039 B CN104649039 B CN 104649039B
- Authority
- CN
- China
- Prior art keywords
- chute
- concrete
- steel
- hypomere
- epimere
- 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.)
- Active
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G69/00—Auxiliary measures taken, or devices used, in connection with loading or unloading
- B65G69/28—Loading ramps; Loading docks
- B65G69/2805—Loading ramps; Loading docks permanently installed on the dock
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G67/00—Loading or unloading vehicles
- B65G67/60—Loading or unloading ships
- B65G67/606—Loading or unloading ships using devices specially adapted for bulk material
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Aviation & Aerospace Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Revetment (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
The invention discloses a kind of concrete transporter, including steel-pipe pile and chute, steel-pipe pile top is fixedly installed column, and column top is fixedly installed cross bar；One end of chute is shelved on the corner of harbour, and the other end of chute extends obliquely and passes through suspension arrangement and is connected with cross bar.In use, unloading concrete by the concrete tank being positioned on harbour to epimere chute, concrete flows to hypomere chute along epimere chute, finally flows in the cabin of cargo ship, and after concrete is filled, cargo ship can sail out of transporter.Due to the fact that employing chute is to cargo ship transport concrete, little to concrete disturbance, do not change the performance of concrete, the generation of plugging phenomenon can also be avoided, and there is not hoisting operation, there is safety assurance, be a kind of simple in construction, easy to operate and there is the concrete transporter of very big promotional value.
Description
Technical field
The present invention relates to concrete construction field waterborne, in particular to a kind of concrete transporter.
Background technology
When carrying out concrete construction on the water, it is often necessary to mixing concrete the most on land, then
It is transported to wait to pour a little carry out concreting by cargo ship.Concrete is transported to from land fortune
On defeated ship, conventional method is to arrange concrete placing boom on the coast, utilizes boom by concrete
It is pumped in cabin；Or concrete is loaded inside batch can, use crane gear that batch can winches to fortune
On defeated ship.
The method using boom pumping, relatively big to concrete disturbance, easily change the property of concrete
Can, the problem the most easily producing plugging.The method using batch can, side's amount of every Ship Transportation concrete
Limited, and there is hoisting operation, there is bigger potential safety hazard.
Summary of the invention
Present invention aim to solve the deficiency of above-mentioned background technology, it is provided that a kind of concrete turns
Shipping unit, can solve routine techniques means constructional difficulties and the low problem of safety.
The technical scheme is that a kind of concrete transporter, it is characterised in that: include setting
Putting the steel-pipe pile outside the edge of harbour, described steel-pipe pile top is fixedly installed column, described
Column top is fixedly installed cross bar；Also include that chute, one end of described chute are shelved on harbour
On corner, the other end of chute extends obliquely and passes through suspension arrangement and is connected with described cross bar.
Further, described steel-pipe pile end face is welded with steel deck-plate, and described column is welded on described steel
On cover plate, described cross bar is welded on described column.
Preferably, described chute includes epimere chute and hypomere chute, the upper end of described epimere chute
Being shelved on the corner of harbour, described epimere chute is shelved on described steel-pipe pile pile body the position arranged
On support bar below Wharf Platform, described epimere chute lower end and described hypomere chute upper end pair
Connecing, described hypomere chute is hinged with described steel-pipe pile pile body by steel pin, described hypomere chute lower end
It is connected with described cross bar by suspension arrangement.
Preferably, described hypomere chute upper end is positioned at the underface of epimere chute lower end, described hypomere
Chute upper end overlaps with epimere chute end portion.
Further, described suspension arrangement includes being arranged on hanging above the lower end of described hypomere chute
Muscle, be positioned at described in hang the lower sheave above muscle and be positioned at the top sheave below cross bar, described in hang muscle with
Lower sheave is connected by the first rope, and described lower sheave is connected by drag-line with top sheave, described horizontal stroke
Bar is connected by the second rope with described top sheave.
Closer, described drag-line one end is fixedly connected on top sheave, described drag-line successively around
Crossing lower sheave and top sheave, the described drag-line other end ties up to be arranged on what described steel-pipe pile upper end was arranged
On reinforcing bar.
Preferably, described reinforcing bar is U-shaped, and described reinforcing bar extends to harbour direction.
Preferably, described steel pin is welded on described steel-pipe pile pile body, and described steel pin is provided with two
The individual block being positioned at described hypomere chute both sides.
Cargo ship in use, is first rested in transporter by the concrete transporter of the present invention
Side, loosens drag-line, makes hypomere chute form the most downward-sloping angle, and makes hypomere chute
Lower end be positioned at the top of cargo ship cabin；Then the concrete tank being positioned on harbour can be upwards
Unloading concrete in section chute, concrete flows to hypomere chute along epimere chute, finally flows into fortune
In the cabin of defeated ship, after concrete is filled, cargo ship can sail out of transporter.
Due to the fact that employing chute to cargo ship transport concrete, little to concrete disturbance, do not change
Become the performance of concrete, it is also possible to avoid the generation of plugging phenomenon, and there is not hoisting operation, tool
There is safety assurance, be a kind of simple in construction, easy to operate and there is the coagulation of very big promotional value
Soil transporter.
Accompanying drawing explanation
Fig. 1 be the present invention put elevation；
Fig. 2 is the schematic top plan view of Fig. 1；
Fig. 3 is the use state diagram of the present invention；
Fig. 4 is the dead status figure of the present invention.
Wherein: 1 concrete tank；2 harbours；3 transporters；4 cargo ships；5—
Epimere chute；6 hypomere chutes；7 steel plates with holes；8 steel-pipe piles；9 steel pins；10
Strut；11 steel deck-plates；12 columns；13 cross bars；14 top sheaves；15 lower sheaves；
16 hang muscle；17 drag-lines；18 reinforcing bars；19 first ropes；20 blocks；21 second
Rope.
Detailed description of the invention
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
With reference to Fig. 1 and Fig. 2, a kind of concrete transporter of the present embodiment, mainly include steel pipe
Stake 8 and chute, steel-pipe pile 8 is arranged on outside the edge of harbour 2, welds at steel-pipe pile 8 end face
Having steel deck-plate 11, and column 12 is welded on steel deck-plate 11, cross bar 13 is welded on column 12
On.The chute of the present embodiment includes epimere chute 5 and the hypomere chute 6 being semicircle steel pipe,
The upper end of epimere chute 5 is shelved on the corner of harbour, and epimere chute 5 is shelved on steel-pipe pile 8
Arrange on pile body is positioned on the support bar 10 below harbour 2 platform, by support bar 10 and code
The common effect at angle, makes epimere chute 5 form fixing angle of inclination in front；Epimere chute 5
Lower end is docked with hypomere chute 6 upper end, and docking mode is: hypomere chute 6 upper end is positioned at epimere and slips
The underface of groove 5 lower end, hypomere chute 6 upper end overlaps with epimere chute 5 end portion, with side
Just construct, and can prevent concrete from leaking concrete when harbour 2 transports to cargo ship 4；Hypomere
Chute 6 is hinged with steel-pipe pile 8 pile body by steel pin 9, and suspension arrangement is passed through in hypomere chute 6 lower end
It is connected with cross bar 13.
The suspension arrangement of the present embodiment include being arranged on above the lower end of hypomere chute 6 hang muscle 16,
It is positioned at the lower sheave 15 hung above muscle 16 and the top sheave 14 being positioned at below cross bar 13, hangs muscle 16
Being connected by the first rope 21 with lower sheave 15, lower sheave 15 and top sheave 14 pass through drag-line
17 connect, and cross bar 13 is connected by the second rope 19 with top sheave 14.
Drag-line 17 one end of the present embodiment is fixedly connected on top sheave 14, drag-line 17 successively around
Crossing lower sheave 15 and top sheave 14, drag-line 17 other end ties up to be arranged on steel-pipe pile 8 upper end and sets
On the reinforcing bar 18 put.Pull the other end of drag-line 17, hypomere chute 6 can be driven around steel pin
9 rotate.
The reinforcing bar 18 of the present embodiment is U-shaped, and reinforcing bar 18 extends to harbour 2 direction, with convenient
Construction.
It addition, steel pin 9 is welded on steel-pipe pile 8 pile body, steel pin 9 is provided with two be positioned under
The block 20 of section chute 6 both sides, when hypomere chute 6 rotates around steel pin 9, block 20 can
Hypomere chute 6 is carried out spacing.
With reference to Fig. 3 and Fig. 4, the concrete transporter of the present embodiment in use, first pulls
Drag-line 17, makes hypomere chute 6 kick up, and then, cargo ship 4 rests in the side of transporter 3
Limit；Then loosen drag-line 17, make hypomere chute 6 form the most downward-sloping angle, and make
The lower end of hypomere chute 6 is positioned at the top of cargo ship 4 cabin；Then drag-line 17 is tied up to reinforcing bar
On 18, being positioned at the concrete tank on harbour 2 can unload concrete to epimere chute 5,
Concrete flows to hypomere chute 6 along epimere chute 5, finally flows in the cabin of cargo ship 4；
After concrete is filled, pull drag-line 17, make hypomere chute 6 kick up, and drag-line 17 is tied up to
On reinforcing bar 18, cargo ship 4 sails out of transporter 3, waits and ships coagulation to next cargo ship 4
Soil, can realize working continuously, it is provided that efficiency.
When transporter 3 need not use, hypomere chute 6 is made to keep the shape of kicking up shown in Fig. 4
State, in order to bank stopped by other boats and ships.
The concrete transporter of the present embodiment is owing to employing chute is to cargo ship transport concrete, right
Concrete disturbance is little, does not change the performance of concrete, it is also possible to avoid the generation of plugging phenomenon, and
There is not hoisting operation, there is safety assurance, be a kind of simple in construction, easy to operate and have
The greatly concrete transporter of promotional value.
The above, be only presently preferred embodiments of the present invention, not do the structure of the present invention
Any pro forma restriction.Every according to appointing that above example is made by the technical spirit of the present invention
What simple modification, equivalent variations and modification, all still fall within the range of technical scheme.
Claims (7)
1. a concrete transporter, it is characterised in that: include the limit being arranged on harbour (2)
Steel-pipe pile (8) outside edge, described steel-pipe pile (8) top is fixedly installed column (12), institute
State column (12) top and be fixedly installed cross bar (13)；Also include chute, the one of described chute
End is shelved on the corner of harbour, and the other end of chute extends and pass through suspension arrangement and institute obliquely
State cross bar (13) to connect；Described chute includes epimere chute (5) and hypomere chute (6), institute
The upper end stating epimere chute (5) is shelved on the corner of harbour, and described epimere chute (5) is shelved
The support bar (10) being positioned at below harbour (2) platform arranged on described steel-pipe pile (8) pile body
On, described epimere chute (5) lower end is docked with described hypomere chute (6) upper end, described hypomere
Chute (6) is hinged with described steel-pipe pile (8) pile body by steel pin (9), described hypomere chute
(6) lower end is connected with described cross bar (13) by suspension arrangement.
Concrete transporter the most according to claim 1, it is characterised in that: described steel
Pile tube (8) end face is welded with steel deck-plate (11), and described column (12) is welded on described steel deck-plate
(11), on, described cross bar (13) is welded on described column (12).
Concrete transporter the most according to claim 1, it is characterised in that: under described
Section chute (6) upper end is positioned at the underface of epimere chute (5) lower end, described hypomere chute (6)
Upper end overlaps with epimere chute (5) end portion.
4. according to the concrete transporter described in claim 1 or 3, it is characterised in that: institute
State suspension arrangement to include being arranged on and hang muscle (16), position above the lower end of described hypomere chute (6)
In described hang muscle (16) top lower sheave (15) and be positioned at cross bar (13) lower section top sheave
(14), described in hang muscle (16) and lower sheave (15) and be connected by the first rope (21), institute
State lower sheave (15) to be connected by drag-line (17) with top sheave (14), described cross bar (13)
It is connected by the second rope (19) with described top sheave (14).
Concrete transporter the most according to claim 4, it is characterised in that draw described in:
Rope (17) one end is fixedly connected on top sheave (14), and described drag-line (17) is walked around down successively
Pulley (15) and top sheave (14), described drag-line (17) other end ties up to be arranged on described steel
On the reinforcing bar (18) that pile tube (8) upper end is arranged.
Concrete transporter the most according to claim 5, it is characterised in that: described steel
Muscle (18) is U-shaped, and described reinforcing bar (18) extends to harbour (2) direction.
Concrete transporter the most according to claim 1, it is characterised in that: described steel
Pin (9) is welded on described steel-pipe pile (8) pile body, and described steel pin is provided with two on (9)
It is positioned at the block (20) of described hypomere chute (6) both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510073530.3A CN104649039B (en) | 2015-02-11 | 2015-02-11 | Concrete transporter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510073530.3A CN104649039B (en) | 2015-02-11 | 2015-02-11 | Concrete transporter |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104649039A CN104649039A (en) | 2015-05-27 |
| CN104649039B true CN104649039B (en) | 2016-08-17 |
Family
ID=53240764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510073530.3A Active CN104649039B (en) | 2015-02-11 | 2015-02-11 | Concrete transporter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104649039B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105059965B (en) * | 2015-07-31 | 2017-06-30 | 上海宝冶集团有限公司 | For the blanking baffle plate of harbour raw material handling |
| CN106121243A (en) * | 2016-08-09 | 2016-11-16 | 郭颂怡 | Concrete transporter |
| CN108190555A (en) * | 2017-12-28 | 2018-06-22 | 马鞍山市鑫叶节能科技有限公司 | A kind of concrete transfer device |
| CN108190554A (en) * | 2017-12-28 | 2018-06-22 | 马鞍山市鑫叶节能科技有限公司 | A kind of chute apparatus for adjusting position |
| CN109319530A (en) * | 2018-09-28 | 2019-02-12 | 南安市博铭工业设计有限公司 | A kind of height potential energy swing extension concrete transfer device |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202657710U (en) * | 2012-05-15 | 2013-01-09 | 马鞍山港口（集团）有限责任公司 | Bulk discharge device |
| CN103373613A (en) * | 2012-04-19 | 2013-10-30 | 大连港新机械有限公司 | Ship loader |
| CN104291128A (en) * | 2014-09-30 | 2015-01-21 | 泰富国际工程有限公司 | Function boat integrating loading, unloading and conveying |
| CN204453916U (en) * | 2015-02-11 | 2015-07-08 | 中交第二航务工程局有限公司 | Cement concrete transporter |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59207331A (en) * | 1983-05-07 | 1984-11-24 | Mitsubishi Heavy Ind Ltd | Method for loading large lumps of stone |
| JP2012171791A (en) * | 2011-02-24 | 2012-09-10 | Mitsui Miike Mach Co Ltd | Boom conveyor for self-unloader vessel |
-
2015
- 2015-02-11 CN CN201510073530.3A patent/CN104649039B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103373613A (en) * | 2012-04-19 | 2013-10-30 | 大连港新机械有限公司 | Ship loader |
| CN202657710U (en) * | 2012-05-15 | 2013-01-09 | 马鞍山港口（集团）有限责任公司 | Bulk discharge device |
| CN104291128A (en) * | 2014-09-30 | 2015-01-21 | 泰富国际工程有限公司 | Function boat integrating loading, unloading and conveying |
| CN204453916U (en) * | 2015-02-11 | 2015-07-08 | 中交第二航务工程局有限公司 | Cement concrete transporter |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104649039A (en) | 2015-05-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104649039B (en) | Concrete transporter | |
| CN202358280U (en) | Special ship for transporting large-diameter steel pipe piles and assisting in pile hoisting construction | |
| CN107905116A (en) | Construction method of large-span through type rigid tied steel arch bridge | |
| CN110099845A (en) | Self-propelled jack up ship | |
| CN103233452A (en) | Transportation method for pre-assembled main cellular sheet pile 1/4 cylinders of cellular steel sheet piles | |
| CN102367650A (en) | Construction method of steel pipe arch bridge | |
| CN204453916U (en) | Cement concrete transporter | |
| CN101858059A (en) | Construction method of erecting prestressed concrete beam on river | |
| CN101962946A (en) | Method for arranging hoisting points and floating-supported conduit frame with skirt pile sleeves | |
| CN104192277B (en) | The liftable of the anti-popin platform of a kind of floating strengthens continuation control method | |
| CN105692449B (en) | The method that pile legs of self-elevating drilling platform spreading closes up | |
| CN104386221A (en) | 10-ten-thousand-tonnage horizontal slipway pulley launching method | |
| CN207861722U (en) | A kind of Simple water floating type gantry crane | |
| CN106121243A (en) | Concrete transporter | |
| CN104895043B (en) | A kind of deep water long period that is applied to is surged the Macadam Pile Construction method in waters | |
| US3155280A (en) | Buoyant flexible container and underwater anchorage therefor | |
| CN107130603A (en) | It is a kind of to refute the construction method that assembling boom pours concrete waterborne using idle side | |
| CN209686328U (en) | A kind of ships and light boats berthing device | |
| CN206125353U (en) | Pier pile foundation underwater maintenance operation device with self -navigation ability | |
| CN207759494U (en) | A kind of controllable type chute device | |
| CN207775722U (en) | The cat road rope in navigable waters does not set up trailer system | |
| KR200357757Y1 (en) | Ship Lifting system | |
| CN115285653B (en) | Ocean transporting device and method for large-section steel box girder | |
| CN204452842U (en) | Ship is built in a kind of new concrete transport | |
| WO2018218802A1 (en) | Crossing ladder for dual-boat wharf mooring |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |