CN106121243A - Concrete transporter - Google Patents
Concrete transporter Download PDFInfo
- Publication number
- CN106121243A CN106121243A CN201610648926.0A CN201610648926A CN106121243A CN 106121243 A CN106121243 A CN 106121243A CN 201610648926 A CN201610648926 A CN 201610648926A CN 106121243 A CN106121243 A CN 106121243A
- Authority
- CN
- China
- Prior art keywords
- chute
- concrete
- steel
- hypomere
- transporter
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0481—Concrete chutes
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 turned by cargo ship
Transport to wait to pour a little carry out concreting.Being transported to cargo ship from land by concrete, conventional method is to set on the coast
Put concrete placing boom, utilize boom to be sent in cabin by concrete pump；Or concrete is loaded inside batch can, use lifting
Batch can is winched on cargo ship by equipment.
The method using boom pumping, relatively big to concrete disturbance, easily change the performance of concrete, the most easily produce
The problem of plugging.The method using batch can, side's amount of every Ship Transportation concrete is limited, and there is hoisting operation, has 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 transporter, can solve
Certainly 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 the edge being arranged on harbour
The steel-pipe pile in outside, described steel-pipe pile welded top is fixedly installed column, and described column top is fixedly installed cross bar；Also wrap
Including chute, one end of described chute is shelved on the corner of harbour, and the other end of chute extends obliquely and passes through suspension arrangement
It 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 deck-plate, described horizontal stroke
Bar is welded on described column.
Preferably, described chute includes that epimere chute and hypomere chute, the upper end of described epimere chute are shelved on harbour
On corner, described epimere chute be shelved on described steel-pipe pile pile body arrange be positioned on the support bar below Wharf Platform, institute
Stating epimere chute lower end to dock with described hypomere chute upper end, described hypomere chute is cut with scissors with described steel-pipe pile pile body by steel pin
Connecing, described hypomere chute lower end 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, and described hypomere chute upper end is with upper
Section chute end portion overlaps.
Further, described suspension arrangement include being arranged on above the lower end of described hypomere chute hang muscle, be positioned at described
Hang the lower sheave above muscle and be positioned at the top sheave below cross bar, described in hang muscle and be connected by the first rope with lower sheave, described
Lower sheave is connected by drag-line with top sheave, and described cross 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 walk around successively lower sheave and on
Pulley, the described drag-line other end ties up to be arranged on the reinforcing bar that described steel-pipe pile upper end is arranged.
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, described steel pin is provided with two be positioned at described under
The block of section chute both sides.
Cargo ship in use, is first rested in the side of transporter, loosens and draw by the concrete transporter of the present invention
Rope, makes hypomere chute form the most downward-sloping angle, and makes the lower end of hypomere chute be positioned at the top of cargo ship cabin；Connect
The concrete tank being positioned on harbour and can unload concrete to epimere chute, concrete flows to hypomere along epimere chute
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 to cargo ship transport concrete, little to concrete disturbance, do not change the property of concrete
Can, it is also possible to avoid the generation of plugging phenomenon, and there is not hoisting operation, there is safety assurance, it is a kind of simple in construction, operation
Facilitate and have the concrete transporter of very big promotional value.
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.
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 pile 8 and chute, steel pipe
Stake 8 is arranged on outside the edge of harbour 2, is welded with steel deck-plate 11 at steel-pipe pile 8 end face, and column 12 is welded on steel deck-plate 11
On, cross bar 13 is welded on column 12.The chute of the present embodiment includes epimere chute 5 and the hypomere chute being semicircle steel pipe
6, the upper end of epimere chute 5 is shelved on the corner of harbour, epimere chute 5 be shelved on steel-pipe pile 8 pile body arrange be positioned at code
On support bar 10 below 2 platforms, by support bar 10 and the common effect of harbour corner, epimere chute 5 is made to be formed fixing
Angle of inclination；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
The underface of chute 5 lower end, hypomere chute 6 upper end overlaps with epimere chute 5 end portion, with convenient construction, and can prevent from mixing
Solidifying soil leaks 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, hypomere
Chute 6 lower end is connected with cross bar 13 by suspension arrangement.
The suspension arrangement of the present embodiment includes being arranged on hanging muscle 16, be positioned at and hang on muscle 16 above the lower end of hypomere chute 6
The lower sheave 15 of side and be positioned at the top sheave 14 below cross bar 13, hangs muscle 16 and lower sheave 15 and passes through the first rope 21 and be connected, under
Pulley 15 is connected by drag-line 17 with top sheave 14, 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, and drag-line 17 walks around lower sheave 15 and upper cunning successively
Wheel 14, drag-line 17 other end ties up to be arranged on the reinforcing bar 18 that steel-pipe pile 8 upper end is arranged.Pull the other end of drag-line 17,
Hypomere chute 6 is driven to rotate around steel pin 9.
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 gears being positioned at hypomere chute 6 both sides
Block 20, when hypomere chute 6 rotates around steel pin 9, hypomere chute 6 can be carried out spacing by block 20.
With reference to Fig. 3 and Fig. 4, the concrete transporter of the present embodiment in use, first pulls drag-line 17, makes hypomere slip
Groove 6 is kicked up, and then, cargo ship 4 rests in the side of transporter 3；Then loosen drag-line 17, make hypomere chute 6 be formed necessarily
Downward-sloping angle, and make the lower end of hypomere chute 6 be 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, and concrete flows along epimere chute 5
To hypomere chute 6, finally flow in the cabin of cargo ship 4；After concrete is filled, pull drag-line 17, make hypomere chute 6 raise
Rising, and tied up to by drag-line 17 on reinforcing bar 18, cargo ship 4 sails out of transporter 3, waits and ships concrete to next cargo ship 4, can
Realization is worked continuously, it is provided that efficiency.
When transporter 3 need not use, hypomere chute 6 is made to keep the state of kicking up shown in Fig. 4, in order to other ships
Bank stopped by oceangoing ship.
The concrete transporter of the present embodiment is owing to employing chute is to cargo ship transport concrete, to concrete disturbance
Little, do 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,
It it is a kind of simple in construction, easy to operate and there is the concrete transporter of very big promotional value.
The above, be only presently preferred embodiments of the present invention, and not the structure to the present invention is done any pro forma
Limit.Every any simple modification, equivalent variations and modification above example made according to the technical spirit of the present invention, all
Still fall within the range of technical scheme.
Claims (8)
1. a concrete transporter, it is characterised in that: include the steel-pipe pile (8) being arranged on outside the edge of harbour (2), institute
Stating steel-pipe pile (8) welded top and be fixedly installed column (12), described column (12) top is fixedly installed cross bar (13)；Also wrap
Including chute, one end of described chute is shelved on the corner of harbour, and the other end of chute extends obliquely and passes through suspension arrangement
It is connected with described cross bar (13).
Concrete transporter the most according to claim 1, it is characterised in that: described steel-pipe pile (8) end face is welded with steel
Cover plate (11), described column (12) is welded on described steel deck-plate (11), and described cross bar (13) is welded on described column (12).
Concrete transporter the most according to claim 1, it is characterised in that: described chute include epimere chute (5) and
Hypomere chute (6), the upper end of described epimere chute (5) is shelved on the corner of harbour, and described epimere chute (5) is shelved on described
On steel-pipe pile (8) pile body arrange be positioned on the support bar (10) below harbour (2) platform, described epimere chute (5) lower end with
Described hypomere chute (6) upper end is docked, and described hypomere chute (6) is hinged with described steel-pipe pile (8) pile body by steel pin (9), institute
State hypomere chute (6) lower end to be connected with described cross bar (13) by suspension arrangement.
Concrete transporter the most according to claim 3, it is characterised in that: described hypomere chute (6) upper end is positioned at
The underface of section chute (5) lower end, described hypomere chute (6) upper end overlaps with epimere chute (5) end portion.
5. according to the concrete transporter described in claim 3 or 4, it is characterised in that: described suspension arrangement includes being arranged on
Above the lower end of described hypomere chute (6) hang muscle (16), be positioned at described in hang muscle (16) top lower sheave (15) and be positioned at horizontal stroke
The top sheave (14) of bar (13) lower section, described in hang muscle (16) and lower sheave (15) and pass through the first rope (21) and be connected, described downslide
Wheel (15) is connected by drag-line (17) with top sheave (14), and described cross bar (13) and described top sheave (14) are by the second rope
(19) connect.
Concrete transporter the most according to claim 5, it is characterised in that: described drag-line (17) one end is fixedly connected on
On top sheave (14), described drag-line (17) walks around lower sheave (15) and top sheave (14), described drag-line (17) other end system successively
It is being arranged on the reinforcing bar (18) that described steel-pipe pile (8) upper end is arranged.
Concrete transporter the most according to claim 6, it is characterised in that: described reinforcing bar (18) is U-shaped, described reinforcing bar
(18) extend to harbour (2) direction.
Concrete transporter the most according to claim 3, it is characterised in that: described steel pin (9) is welded on described steel pipe
On stake (8) pile body, described steel pin (9) is provided with two blocks (20) being positioned at described hypomere chute (6) both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610648926.0A CN106121243A (en) | 2016-08-09 | 2016-08-09 | Concrete transporter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610648926.0A CN106121243A (en) | 2016-08-09 | 2016-08-09 | Concrete transporter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106121243A true CN106121243A (en) | 2016-11-16 |
Family
ID=57258437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610648926.0A Pending CN106121243A (en) | 2016-08-09 | 2016-08-09 | Concrete transporter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106121243A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB941154A (en) * | 1961-05-18 | 1963-11-06 | Haemmerlin Georges Sa | Improvements in or relating to hoists |
| CN202176114U (en) * | 2011-08-15 | 2012-03-28 | 中建七局第三建筑有限公司 | Fast and light type concrete chute |
| CN104649039A (en) * | 2015-02-11 | 2015-05-27 | 中交第二航务工程局有限公司 | Concrete transfer device |
| CN204453916U (en) * | 2015-02-11 | 2015-07-08 | 中交第二航务工程局有限公司 | Cement concrete transporter |
-
2016
- 2016-08-09 CN CN201610648926.0A patent/CN106121243A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB941154A (en) * | 1961-05-18 | 1963-11-06 | Haemmerlin Georges Sa | Improvements in or relating to hoists |
| CN202176114U (en) * | 2011-08-15 | 2012-03-28 | 中建七局第三建筑有限公司 | Fast and light type concrete chute |
| CN104649039A (en) * | 2015-02-11 | 2015-05-27 | 中交第二航务工程局有限公司 | Concrete transfer device |
| CN204453916U (en) * | 2015-02-11 | 2015-07-08 | 中交第二航务工程局有限公司 | Cement concrete transporter |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161116 |
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| WD01 | Invention patent application deemed withdrawn after publication |