CN204453916U - Cement concrete transporter - Google Patents
Cement concrete transporter Download PDFInfo
- Publication number
- CN204453916U CN204453916U CN201520098333.2U CN201520098333U CN204453916U CN 204453916 U CN204453916 U CN 204453916U CN 201520098333 U CN201520098333 U CN 201520098333U CN 204453916 U CN204453916 U CN 204453916U
- Authority
- CN
- China
- Prior art keywords
- chute
- cement concrete
- steel pipe
- pipe pile
- hypomere
- 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.)
- Withdrawn - After Issue
Links
- 239000004568 cement Substances 0.000 title claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 45
- 239000010959 steel Substances 0.000 claims abstract description 45
- 239000000725 suspension Substances 0.000 claims abstract description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 210000003205 muscle Anatomy 0.000 claims description 10
- 230000001737 promoting effect Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000032258 transport Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of cement concrete transporter, comprise 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 is extended obliquely and is connected with cross bar by suspension gear.In use, unload cement concrete by the concrete tank be positioned on harbour to epimere chute, cement concrete flows to hypomere chute along epimere chute, finally flows in the cabin of carrier, and after cement concrete is filled, carrier can sail out of transporter.The utility model is owing to adopting chute to carrier transport concrete, little to cement concrete disturbance, do not change concrete performance, the generation of plugging phenomenon can also be avoided, and there is not hoisting operation, having safety assurance, is that a kind of structure is simple, easy to operate and have the cement concrete transporter of very big promotional value.
Description
Technical field
The utility model relates to concrete construction field waterborne, refers to a kind of cement concrete transporter particularly.
Background technology
When carrying out concrete construction on the water, usually need first mixing cement concrete on land, be then transported to wait to build by carrier and a little carry out concreting.Be transported to carrier by cement concrete from land, conventional method arranges concrete placing boom on the coast, utilizes boom to send in cabin by concrete pump; Or cement concrete is loaded inside batch can, adopt weight-lifting equipment to be winched on carrier by batch can.
Adopt the method for boom pumping, comparatively large to cement concrete disturbance, easily change concrete performance, also easily produce the problem of plugging.Adopt the method for batch can, every Ship Transportation concrete side amount is limited, and there is hoisting operation, has larger potential safety hazard.
Summary of the invention
The purpose of this utility model is exactly the deficiency that will solve above-mentioned background technology, provides a kind of cement concrete transporter, can solve routine techniques means constructional difficulties and the low problem of safety.
The technical solution of the utility model is: a kind of cement concrete transporter, is characterized in that: comprise the steel pipe pile outside the edge being arranged on harbour, and described steel pipe pile top is fixedly installed column, and described column top is fixedly installed cross bar; Also comprise chute, one end of described chute is shelved on the corner of harbour, and the other end of chute is extended obliquely and is connected with described cross bar by suspension gear.
Further, described steel pipe pile end face is welded with steel deck-plate, and described column is welded on described steel deck-plate, and described cross bar is welded on described column.
Preferably, described chute comprises epimere chute and hypomere chute, the upper end of described epimere chute is shelved on the corner of harbour, described epimere chute is shelved on the strut bar being positioned at below Wharf Platform that described steel pipe pile pile body is arranged, described epimere chute lower end is docked with described hypomere chute upper end, described hypomere chute by steel pin and described steel pipe pile pile body hinged, described hypomere chute lower end is connected with described cross bar by suspension gear.
Preferably, described hypomere chute upper end is positioned at immediately below epimere chute lower end, and described hypomere chute upper end overlaps with epimere chute end portion.
Further, described suspension gear comprise be arranged on described hypomere chute lower end above hang muscle, be positioned at described in the top sheave that hangs the lower sheave above muscle and be positioned at below cross bar, the described muscle that hangs is 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, and described drag-line walks around lower sheave and top sheave successively, the described drag-line other end tie up to be arranged on described steel pipe pile upper end arrange reinforcing bar on.
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 the block that two are positioned at described hypomere chute both sides.
Carrier in use, is first rested in the side of transporter, loosens drag-line by cement concrete transporter of the present utility model, makes hypomere chute form necessarily downward-sloping angle, and makes the lower end of hypomere chute be positioned at the top of carrier cabin; Then the concrete tank be positioned on harbour can unload cement concrete to epimere chute, and cement concrete flows to hypomere chute along epimere chute, finally flows in the cabin of carrier, and after cement concrete is filled, carrier can sail out of transporter.
The utility model is owing to adopting chute to carrier transport concrete, little to cement concrete disturbance, do not change concrete performance, the generation of plugging phenomenon can also be avoided, and there is not hoisting operation, having safety assurance, is that a kind of structure is simple, easy to operate and have the cement concrete transporter of very big promotional value.
Accompanying drawing explanation
Fig. 1 of the present utility modelly puts elevation drawing;
Fig. 2 is the schematic top plan view of Fig. 1;
Fig. 3 is using state figure of the present utility model;
Fig. 4 is dead status figure of the present utility model.
Wherein: 1-concrete tank; 2-harbour; 3-transporter; 4-carrier; 5-epimere chute; 6-hypomere chute; 7-steel plate with holes; 8-steel pipe pile; 9-steel pin; 10-strut bar; 11-steel deck-plate; 12-column; 13-cross bar; 14-top sheave; 15-lower sheave; 16-hang muscle; 17-drag-line; 18-reinforcing bar; 19-the first rope; 20-block; 21-the second rope.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
With reference to figure 1 and Fig. 2, a kind of cement concrete transporter of the present embodiment, mainly comprises steel pipe pile 8 and chute, steel pipe pile 8 is arranged on outside the edge of harbour 2, be welded with steel deck-plate 11 at steel pipe pile 8 end face, and column 12 is welded on steel deck-plate 11, cross bar 13 is welded on column 12.The chute of the present embodiment comprises the epimere chute 5 and hypomere chute 6 that are semicircle steel pipe, the upper end of epimere chute 5 is shelved on the corner of harbour, epimere chute 5 is shelved on the strut bar 10 being positioned at below harbour 2 platform that steel pipe pile 8 pile body is arranged, by the combined action of strut bar 10 and harbour corner, epimere chute 5 is made to form fixing angle of inclination; Epimere chute 5 lower end is docked with hypomere chute 6 upper end, docking mode is: hypomere chute 6 upper end is positioned at immediately below epimere chute 5 lower end, hypomere chute 6 upper end overlaps with epimere chute 5 end portion, with convenient construction, and leak cement concrete when can prevent cement concrete from transporting from harbour 2 to carrier 4; Hypomere chute 6 is hinged by steel pin 9 and steel pipe pile 8 pile body, and hypomere chute 6 lower end is connected with cross bar 13 by suspension gear.
The suspension gear of the present embodiment comprise be arranged on hypomere chute 6 lower end above hang muscle 16, be positioned at the lower sheave 15 hung above muscle 16 and the top sheave 14 be positioned at below cross bar 13, hang muscle 16 to be connected by the first rope 21 with lower sheave 15, lower sheave 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 top sheave 14 successively, drag-line 17 other end tie up to be arranged on steel pipe pile 8 upper end arrange reinforcing bar 18 on.Pull the other end of drag-line 17, hypomere chute 6 can be 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.
In addition, steel pin 9 is welded on steel pipe pile 8 pile body, steel pin 9 is provided with the block 20 that two are positioned at hypomere chute 6 both sides, and when hypomere chute 6 rotates around steel pin 9, block 20 can carry out spacing to hypomere chute 6.
With reference to figure 3 and Fig. 4, the cement concrete transporter of the present embodiment in use, first pulls drag-line 17, and hypomere chute 6 is kicked up, and then, carrier 4 rests in the side of transporter 3; Then loosen drag-line 17, make hypomere chute 6 form necessarily downward-sloping angle, and make the lower end of hypomere chute 6 be positioned at the top of carrier 4 cabin; Then tied up on reinforcing bar 18 by drag-line 17, the concrete tank be positioned on harbour 2 can unload cement concrete to epimere chute 5, and cement concrete flows to hypomere chute 6 along epimere chute 5, finally flows in the cabin of carrier 4; After cement concrete is filled, pull drag-line 17, hypomere chute 6 is kicked up, and tie up on reinforcing bar 18 by drag-line 17, carrier 4 sails out of transporter 3, waits for next carrier 4 and loads and transports cement concrete, can realize continuous working, provide efficiency.
When transporter 3 does not need to use, hypomere chute 6 is made to keep the state of kicking up shown in Fig. 4, so that bank stopped by other boats and ships.
The cement concrete transporter of the present embodiment is owing to adopting chute to carrier transport concrete, little to cement concrete disturbance, do not change concrete performance, the generation of plugging phenomenon can also be avoided, and there is not hoisting operation, having safety assurance, is that a kind of structure is simple, easy to operate and have the cement concrete transporter of very big promotional value.
The above is only preferred embodiment of the present utility model, not does any pro forma restriction to structure of the present utility model.Every above embodiment is done according to technical spirit of the present utility model any simple modification, equivalent variations and modification, all still belong in the scope of the technical solution of the utility model.
Claims (8)
1. a cement concrete transporter, it is characterized in that: comprise the steel pipe pile (8) outside the edge being arranged on harbour (2), described steel pipe pile (8) top is fixedly installed column (12), and described column (12) top is fixedly installed cross bar (13); Also comprise chute, one end of described chute is shelved on the corner of harbour, and the other end of chute is extended obliquely and is connected with described cross bar (13) by suspension gear.
2. cement concrete transporter according to claim 1, it is characterized in that: described steel pipe pile (8) end face is welded with steel deck-plate (11), described column (12) is welded on described steel deck-plate (11), and described cross bar (13) is welded on described column (12).
3. cement concrete transporter according to claim 1, it is characterized in that: described chute comprises epimere chute (5) and hypomere chute (6), the upper end of described epimere chute (5) is shelved on the corner of harbour, described epimere chute (5) is shelved on the strut bar (10) being positioned at below harbour (2) platform that described steel pipe pile (8) pile body is arranged, described epimere chute (5) lower end is docked with described hypomere chute (6) upper end, described hypomere chute (6) is hinged by steel pin (9) and described steel pipe pile (8) pile body, described hypomere chute (6) lower end is connected with described cross bar (13) by suspension gear.
4. cement concrete transporter according to claim 3, it is characterized in that: described hypomere chute (6) upper end is positioned at immediately below epimere chute (5) lower end, described hypomere chute (6) upper end overlaps with epimere chute (5) end portion.
5. the cement concrete transporter according to claim 3 or 4, it is characterized in that: described suspension gear comprise be arranged on described hypomere chute (6) lower end above hang muscle (16), hang the lower sheave (15) of muscle (16) top described in being positioned at and be positioned at the top sheave (14) of cross bar (13) below, the described muscle (16) that hangs is connected by the first rope (21) with lower sheave (15), described lower sheave (15) is connected by drag-line (17) with top sheave (14), described cross bar (13) is connected by the second rope (19) with described top sheave (14).
6. cement concrete transporter according to claim 5, it is characterized in that: described drag-line (17) one end is fixedly connected on top sheave (14), described drag-line (17) walks around lower sheave (15) and top sheave (14) successively, described drag-line (17) other end tie up to be arranged on described steel pipe pile (8) upper end arrange reinforcing bar (18) on.
7. cement concrete transporter according to claim 6, is characterized in that: described reinforcing bar (18) is U-shaped, and described reinforcing bar (18) extends to harbour (2) direction.
8. cement concrete transporter according to claim 3, it is characterized in that: described steel pin (9) is welded on described steel pipe pile (8) pile body, described steel pin (9) is provided with the block (20) that two are positioned at described hypomere chute (6) both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520098333.2U CN204453916U (en) | 2015-02-11 | 2015-02-11 | Cement concrete transporter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520098333.2U CN204453916U (en) | 2015-02-11 | 2015-02-11 | Cement concrete transporter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204453916U true CN204453916U (en) | 2015-07-08 |
Family
ID=53660837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520098333.2U Withdrawn - After Issue CN204453916U (en) | 2015-02-11 | 2015-02-11 | Cement concrete transporter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204453916U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104649039A (en) * | 2015-02-11 | 2015-05-27 | 中交第二航务工程局有限公司 | Concrete transfer device |
| CN106121243A (en) * | 2016-08-09 | 2016-11-16 | 郭颂怡 | Concrete transporter |
| CN113152388A (en) * | 2021-03-30 | 2021-07-23 | 中电建十一局工程有限公司 | Asphalt concrete rapid transfer construction method |
-
2015
- 2015-02-11 CN CN201520098333.2U patent/CN204453916U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104649039A (en) * | 2015-02-11 | 2015-05-27 | 中交第二航务工程局有限公司 | Concrete transfer device |
| CN104649039B (en) * | 2015-02-11 | 2016-08-17 | 中交第二航务工程局有限公司 | Concrete transporter |
| CN106121243A (en) * | 2016-08-09 | 2016-11-16 | 郭颂怡 | Concrete transporter |
| CN113152388A (en) * | 2021-03-30 | 2021-07-23 | 中电建十一局工程有限公司 | Asphalt concrete rapid transfer construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104649039A (en) | Concrete transfer device | |
| CN202007400U (en) | Marine foundation construction platform for jacket construction | |
| CN106381870B (en) | A kind of deep concrete mixture ship pile frame system and pile making method | |
| CN202358280U (en) | Special ship for transporting large-diameter steel pipe piles and assisting in pile hoisting construction | |
| CN201864449U (en) | Cement joint-row pressing block hoisting frame | |
| CN102815374B (en) | Shoal sea area rescue operational ship with pile driving and pulling device and ship body fixing method | |
| CN201092380Y (en) | Ship mooring facilities of marine oil-gas production platform | |
| CN204453916U (en) | Cement concrete transporter | |
| CN202828007U (en) | Installation equipment for suction anchor in deep water | |
| CN206635654U (en) | A kind of barging device of underwater narrow-bore tunnel super long type prefabricated case beam | |
| CN206288202U (en) | LNG tank formula container loading and unloading ship | |
| CN203492605U (en) | Water surface rail fish conveying system | |
| CN202829009U (en) | Rotary loading and unloading barge platform | |
| KR20120057993A (en) | Technology of Shiprepair on Ground | |
| JP5738642B2 (en) | Installation method of offshore wind power generation equipment | |
| CN109110050B (en) | Semi-submersible loading and unloading ship | |
| US3155280A (en) | Buoyant flexible container and underwater anchorage therefor | |
| CN203158854U (en) | Dragging sliding device | |
| CN106121243A (en) | Concrete transporter | |
| CN203512828U (en) | Dragging slippage shipment device for large ocean structure | |
| CN104895043B (en) | A kind of deep water long period that is applied to is surged the Macadam Pile Construction method in waters | |
| CN210634723U (en) | Simple and easy anchor stone transportation input device | |
| CN108327857A (en) | A kind of multi-functional marine engineering equipment | |
| CN107642106A (en) | A kind of ship method for arranging for immersed tube installation | |
| CN102837978A (en) | Shipment method combining large constructional element rolling and floating crane |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150708 Effective date of abandoning: 20160817 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |