CN202430687U - Cabinet type full bobbin for vertically transporting concrete - Google Patents
Cabinet type full bobbin for vertically transporting concrete Download PDFInfo
- Publication number
- CN202430687U CN202430687U CN2011205583766U CN201120558376U CN202430687U CN 202430687 U CN202430687 U CN 202430687U CN 2011205583766 U CN2011205583766 U CN 2011205583766U CN 201120558376 U CN201120558376 U CN 201120558376U CN 202430687 U CN202430687 U CN 202430687U
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- CN
- China
- Prior art keywords
- full packages
- box full
- cabinet type
- type full
- full bobbin
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model belongs to a tool for construction, in particular to a tool for vertically transporting concrete. The cabinet type full bobbin for vertically transporting concrete is structurally characterized by mainly comprising an aggregate bin, a cabinet type full bobbin tank body, a blanking control device and a system support structure. The aggregate bin, the cabinet type full bobbin tank body and the blanking control device are connected in sequence, the system support structure is fixed below the cabinet type full bobbin tank body, the aggregate bin with is shaped like a funnel with a large upper part and a small lower part, and a discharging door in the blanking control device is controlled by an oil pump connected with a motor. The tool has the following advantages: the roller compacted concrete is directly transported from an upper part to a lower part by the way of paving a pipe, and a ballast road is not filled, so that the roller compacted concrete is simple and quick to transport so as to greatly reduce the transportation cost; furthermore, the cabinet type full bobbin tank body is spliced by fixed-length feeding pipes, the feeding pipes are gradually dismantled, and the cabinet type full bobbin tank body can be elevated along with the elevation of the dam, so that the tool is suitable for the improvement of a pouring surface, and further the cost is saved.
Description
Technical field
The utility model belongs to instrument for building, especially belongs to the concrete instrument of vertical transport.
Background technology
Along with popularizing of RCCD, how its concrete carries the dam is an important topic of construction.Usually power station dam multiselect is at the narrow valley place, and the two sides side slope is precipitous, and bigger to the concrete influence of putting in storage, general concrete warehousing adopts and fills ballast road by downstream river course, and dump truck directly puts in storage.Though this method can guarantee concretely to put in storage fast, but increase ballast fill and ballast is removed engineering quantity, influence downstream apron, shore protection construction period, increased cost.
Summary of the invention
The utility model purpose is to provide a kind of simple, box full packages of vertical transport concrete that cost is low.
The technical scheme that the utility model adopted is the box full packages of a kind of vertical transport concrete; Its structural feature is that it mainly comprises aggregate bin, box full packages groove body, blanking control device and system support structure; Aggregate bin, box full packages groove body, blanking control device join in proper order, and system support structure is fixed in the below of box full packages groove body, the infundibulate that aggregate bin is big up and small down; Discharge door in the blanking control device is controlled by oil pump, and oil pump links to each other with motor.
The utility model is directly delivered to the below through the mode of tubing with roller compacted concrete from the top; Box full packages groove body is meant and earlier discharge door is sealed; In pipeline, fill roller compacted concrete and form, the roller compacted concrete of carrying after so in theory just can be with at the uniform velocity landing, rather than pounds from eminence; Prolonged the application life of conveyance conduit, it is identical to have guaranteed that also roller compacted concrete discharging state and concrete mix and stir state.
The utility model specifically can design: said box full packages groove body is formed by connecting the plurality of sections feed pipe, and there is mounting flange at the two ends of feed pipe, and is connected with discharge door through linkage section.Because whole to transport duct length longer, be made of metal, if process by a pipe, then weight, transportation and all difficulties are installed, cost is big, is spliced by segment, and good manufacturability, is installed easily at transportation.Also help the rising along with dam, segmentation is removed, and the box full packages groove body of carrying roller compacted concrete is also progressively raise, to adapt to the raising of casting area.
General said box full packages groove body is formed by connecting the feed pipe of fixed length, and there is mounting flange at the two ends of feed pipe, and is connected with discharge door through linkage section.
When the total length of full packages groove body was not the feed pipe integral multiple of fixed length, the feed pipe splicing through non-standard fixed length reached.
The feed pipe of segmentation is processed the standard component of fixed length, and versatility is good.
Said discharge door is an arc-shaped door.
The shape of cross section of said box full packages groove body is rectangle or circle.
The advantage of the utility model is, through the mode of tubing roller compacted concrete is directly delivered to the below from the top, need not to fill ballast road; Make roller compacted concrete carry and become simple, fast, reduce cost of transportation greatly; Box full packages groove body is spliced by the feed pipe of fixed length, progressively removes feed pipe, and box full packages groove body is raise along with the rising of dam; To adapt to the raising of casting area, reduce cost.
Description of drawings
Fig. 1 is the structural representation of the utility model
Fig. 2 is the enlarged drawing that the A-A of Fig. 1 analyses and observe
Wherein: 1 aggregate bin, 2 box full packages groove body 21 feed pipes 22 mounting flanges 23 linkage sections 24 bend pipes 3 blanking control device 31 discharge doors 32 oil pumps 4 system support structure.
The specific embodiment
Below in conjunction with view the utility model is carried out detailed description, following embodiment can make the professional and technical personnel more understand the utility model, but does not limit the utility model in any form.
Like Fig. 1, shown in Figure 2, the utility model is the box full packages of a kind of vertical transport concrete, and it mainly comprises aggregate bin 1, box full packages groove body 2, blanking control device 3 and system support structure 4; Aggregate bin 1, box full packages groove body 2, blanking control device 3 orders are joined, and system support structure 4 is fixed in the below of box full packages groove body 2, and system support structure 4 is fixed on the massif of dam side; According to the gradient of massif with highly carry out the height of Adjustment System braced structures 4, generally making box full packages groove body 2 is 45 ° with the horizontal direction angulation--90 °, be preferably in 45 °-50 °; Make things convenient for roller compacted concrete landing under the effect of deadweight,, in the middle of the box full packages elbow can be set when angle during greater than 50 °; Can satisfy the needs that box full packages groove body changes angle through bridge piece 24, the infundibulate that aggregate bin 1 is big up and small down, the discharge door 31 in the blanking control device 3 is an arc-shaped door; By oil pump 32 controls, oil pump 32 links to each other with motor, and the shape of cross section of box full packages groove body 2 is rectangle or circle; Caliber is between 600 ~ 1000mm; Box full packages groove body 2 is formed by connecting the feed pipe of fixed length, and there is mounting flange 22 at the two ends of feed pipe 21, and is connected with discharge door 31 through linkage section 23; When the total length of full packages groove body 2 was not the feed pipe integral multiple of fixed length, the feed pipe splicing through non-standard fixed length reached.
Claims (5)
1. box full packages of vertical transport concrete; It is characterized in that; It mainly comprises aggregate bin (1), box full packages groove body (2), blanking control device (3) and system support structure (4); Aggregate bin (1), box full packages groove body (2), blanking control device (3) order are joined, and system support structure (4) is fixed in the below of box full packages groove body (2), the big up and small down infundibulate of aggregate bin (1); Discharge door (31) in the blanking control device (3) is by oil pump (32) control, and oil pump (32) links to each other with motor.
2. the box full packages of a kind of vertical transport concrete according to claim 1; It is characterized in that; Said box full packages groove body (2) is formed by connecting the plurality of sections feed pipe, and there is mounting flange (22) at the two ends of feed pipe (21), and is connected with discharge door (31) through linkage section (23).
3. the box full packages of a kind of vertical transport concrete according to claim 1; It is characterized in that; Said box full packages groove body (2) is formed by connecting the feed pipe of fixed length, and there is mounting flange (22) at the two ends of feed pipe (21), and is connected with discharge door (31) through linkage section (23).
4. the box full packages of a kind of vertical transport concrete according to claim 1 is characterized in that said discharge door (31) is an arc-shaped door.
5. the box full packages of a kind of vertical transport concrete according to claim 1 is characterized in that the shape of cross section of said box full packages groove body (2) is rectangle or circle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205583766U CN202430687U (en) | 2011-12-28 | 2011-12-28 | Cabinet type full bobbin for vertically transporting concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011205583766U CN202430687U (en) | 2011-12-28 | 2011-12-28 | Cabinet type full bobbin for vertically transporting concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202430687U true CN202430687U (en) | 2012-09-12 |
Family
ID=46780148
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011205583766U Expired - Fee Related CN202430687U (en) | 2011-12-28 | 2011-12-28 | Cabinet type full bobbin for vertically transporting concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202430687U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107352292A (en) * | 2017-09-12 | 2017-11-17 | 中水北方勘测设计研究有限责任公司 | Prevent the quick system of putting in storage of big discrepancy in elevation grinding coagulation soil of aggregate separated |
-
2011
- 2011-12-28 CN CN2011205583766U patent/CN202430687U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107352292A (en) * | 2017-09-12 | 2017-11-17 | 中水北方勘测设计研究有限责任公司 | Prevent the quick system of putting in storage of big discrepancy in elevation grinding coagulation soil of aggregate separated |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120912 Termination date: 20201228 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |