CN201762693U - Combined type steep slope traction slope-cutting equipment - Google Patents
Combined type steep slope traction slope-cutting equipment Download PDFInfo
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- CN201762693U CN201762693U CN2010202426241U CN201020242624U CN201762693U CN 201762693 U CN201762693 U CN 201762693U CN 2010202426241 U CN2010202426241 U CN 2010202426241U CN 201020242624 U CN201020242624 U CN 201020242624U CN 201762693 U CN201762693 U CN 201762693U
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- slope
- traction
- combined type
- cutting equipment
- cut
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Abstract
The utility model discloses combined type steep slope traction slope-cutting equipment comprising a traction device and a bulldozing device, wherein the traction device is additionally provided with a hoist; the bulldozing device is connected with the hoist through a steel rope. The combined type steep slope traction slope-cutting equipment is suitable for material pushing operation and flattening operation on a steep slope with the slope ratio of 1:1.3-1:2, solves the problem that the conventional machine can not work on the steep slope, can substitute the movable traction device for the traditional ground anchor and travel along a dam axis direction, has an operation range covering the integral slope surface of a dam cushion layer material, reduces the workload of ground anchoring, is fast, convenient, economic and practical, substitutes for the manual slope-cutting operation, greatly enhances the work efficiency, saves the construction time and the manual cost and greatly enhances the safety compared with the manual slope-cutting operation.
Description
Technical field
The utility model relates to the water conservancy and hydropower construction field, and sloping equipment is cut in especially a kind of combined type escarpment traction.
Background technology
Using local material is main Concrete Face Rockfill Dam, because of its good safety, economy with to the compliance of landform, geological conditions, is developed rapidly and extensive use in China in recent years.In dam construction, according to requirement of engineering, often to remove the part of filling beyond the dam bedding material design section more and flatten, promptly cut sloping operation, roll and subsequently surface protection work so that carry out the bedding material slope.But one of Concrete Face Rockfill Dam characteristics are that upstream and downstream side slope slope is steeper frequently, are generally 1: 1.3-1: 1.6, and conventional plant equipment can not fulfil assignment on this abrupt slope.It is by a large amount of manual work that tradition is cut sloping method, turn over quarrel from top to bottom and manually cut the slope, but be subjected to various condition influence, manual operation efficiency is low, safety is not high, and workload is big, directly influences the duration progress, be not suitable for modern mechanical formula operating type, therefore explore a kind of efficient height, economical and practical, conveniently cut sloping equipment and seem particularly important.
The utility model content
The purpose of this utility model is to overcome deficiency of the prior art, provide a kind of efficient height, economical and practical, conveniently sloping equipment is cut in combined type escarpment traction.
The technical solution of the utility model is: sloping equipment is cut in a kind of combined type escarpment traction, comprises draw-gear and bulldozing device, adds hoist engine on the described draw-gear, and described bulldozing device links to each other with above-mentioned hoist engine by wire rope.
As preferably, described draw-gear is the excavator that unloads downward moving arm.
As preferably, be provided with the button of control hoist engine work in the operating room of described draw-gear.
As preferably, described bulldozing device is a bulldozer.
The beneficial effects of the utility model are: the traction of this combined type escarpment is cut sloping equipment and is applicable to the slope than being 1: 1.3-1: pusher, smooth operation on 2 the escarpment have solved the difficult problem that common machinery can not be worked on escarpment; Replace traditional earth anchor with draw-gear movably, can be along the walking of axis of dam direction, job area covers the whole slope of dam bedding material, has reduced the workload of making earth anchor, and is efficient and convenient, economical and practical; Replace manually cutting sloping operation, improved operating efficiency greatly, saved engineering time and cost of labor; Improved safety greatly than manually cutting sloping operation.
Description of drawings
Fig. 1 is the utility model structural representation.
The specific embodiment
As shown in Figure 1, sloping equipment is cut in a kind of combined type escarpment traction, comprise draw-gear 1 and bulldozing device 2, described draw-gear 1 is an excavator, adds hoist engine 3 on it, described bulldozing device 2 is a bulldozer, it links to each other with the reel of above-mentioned hoist engine 3 by wire rope 4, is conserve space and cost, untapped swing arm on the excavator can be unloaded, be handled easily, the button of control hoist engine 3 work can be set in the operating room of excavator.
During concrete work, draw-gear 1 is arranged on dam crest (or interim dam crest), bulldozing device 2 is connected with hoist engine 3 on the draw-gear 1 by wire rope 4 and cuts sloping operation from top to bottom along domatic, arrive the slope at the end bulldozing device 2 with draw-gear 1 along the translation of axis of dam direction, retreated uply again along escarpment by hoist engine 3 traction bulldozing devices 2, up back bulldozing device 2 can descendingly once more cut the slope or skidding is bulldozed.So repeat finally just to remove the bedding material and the leveling of filling up and down, the bedding material that is eliminated Ji Dui below toe board is transported out of by the loader entrucking more.
Claims (4)
1. sloping equipment is cut in a combined type escarpment traction, and it is characterized in that: comprise draw-gear and bulldozing device, add hoist engine on the described draw-gear, described bulldozing device links to each other with above-mentioned hoist engine by wire rope.
2. sloping equipment is cut in a kind of combined type escarpment traction according to claim 1, and it is characterized in that: described draw-gear is the excavator that unloads downward moving arm.
3. sloping equipment is cut in a kind of combined type escarpment traction according to claim 1 and 2, it is characterized in that: the button that is provided with the work of control hoist engine in the operating room of described draw-gear.
4. sloping equipment is cut in a kind of combined type escarpment traction according to claim 1, and it is characterized in that: described bulldozing device is a bulldozer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202426241U CN201762693U (en) | 2010-06-30 | 2010-06-30 | Combined type steep slope traction slope-cutting equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202426241U CN201762693U (en) | 2010-06-30 | 2010-06-30 | Combined type steep slope traction slope-cutting equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201762693U true CN201762693U (en) | 2011-03-16 |
Family
ID=43715304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202426241U Expired - Fee Related CN201762693U (en) | 2010-06-30 | 2010-06-30 | Combined type steep slope traction slope-cutting equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201762693U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299639A (en) * | 2017-08-09 | 2017-10-27 | 西南交通大学 | Suitable for the full landform modularization shaping device of high steep rock soil-slope |
| CN110158683A (en) * | 2019-05-24 | 2019-08-23 | 重庆建工第二建设有限公司 | Foundation pit excavation device |
| CN114808856A (en) * | 2022-05-18 | 2022-07-29 | 中交水利水电建设有限公司 | Construction method for curve of traction type channel forming machine |
-
2010
- 2010-06-30 CN CN2010202426241U patent/CN201762693U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299639A (en) * | 2017-08-09 | 2017-10-27 | 西南交通大学 | Suitable for the full landform modularization shaping device of high steep rock soil-slope |
| CN110158683A (en) * | 2019-05-24 | 2019-08-23 | 重庆建工第二建设有限公司 | Foundation pit excavation device |
| CN114808856A (en) * | 2022-05-18 | 2022-07-29 | 中交水利水电建设有限公司 | Construction method for curve of traction type channel forming machine |
| CN114808856B (en) * | 2022-05-18 | 2024-01-19 | 中交水利水电建设有限公司 | Bend construction method of traction type channel forming machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SINOHYDRO BUREAU 11 CO., LTD. Effective date: 20140327 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20140327 Address after: 610000, No. 8, East Fourth Ring Road, Chengdu, Sichuan Patentee after: Sinohydro Bureau 5 Co., Ltd. Patentee after: SINOHYDRO Bureau 11 Co., Ltd. Address before: 610000, No. 8, East Fourth Ring Road, Chengdu, Sichuan Patentee before: Sinohydro Bureau 5 Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110316 Termination date: 20180630 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |