CN202323872U - Geotextile laying machine for mud flats - Google Patents
Geotextile laying machine for mud flats Download PDFInfo
- Publication number
- CN202323872U CN202323872U CN2011204700796U CN201120470079U CN202323872U CN 202323872 U CN202323872 U CN 202323872U CN 2011204700796 U CN2011204700796 U CN 2011204700796U CN 201120470079 U CN201120470079 U CN 201120470079U CN 202323872 U CN202323872 U CN 202323872U
- Authority
- CN
- China
- Prior art keywords
- geotextile
- driving cabin
- laying machine
- geotextile laying
- construction
- 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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Abstract
The utility model discloses a geotextile laying machine for mud flats. The geotextile laying machine comprises a driving cabin. The geotextile laying machine is characterized in that an engine cabin is arranged behind the driving cabin; a cantilever beam is arranged at the front of the driving cabin and is provided with a laying liquid drum; a screw propeller is arranged below the driving cabin; and a hydraulic motor is arranged in the front of the screw propeller. The geotextile laying machine has the beneficial effects that accurate positioning for the laying position of each geotextile can be ensured by the laid geotextile, so that the construction quality is guaranteed; the construction is not influenced by the tide level, so that the effective operation time of construction is prolonged; and the working efficiency is improved.
Description
Technical field
The utility model relates to a kind of beach geotextile laying machine, belongs to mechanical field.
Background technology
The necessary building materials of geotextiles object of construction production have filtration, draining, isolation, reinforcement, antiseepage, protective action, are widely used in sea wall engineering, stemming operation; The deepwater regions geotextile laying can adopt the construction of geotextile laying ship, and the beach shallow water area is owing to receive the influence of tidal level, and the too shallow geotextile laying ship of the depth of water is easy to stranded.Low intensive soft bases such as beach ground are because its foundation bearing capacity is smaller, and general land-bound equipment is not held the force and is absorbed in easily and wherein can not walks; Thereby can only adopt artificial the laying, artificial laying is back construction on the ebb again, and efficiency of construction is also very low.
The utility model content
The purpose of the utility model provides a kind of beach geotextile laying machine, to overcome the deficiency of prior art.
To achieve these goals, the utility model adopts following technical scheme:
A kind of novel beach geotextile laying machine comprises that driving cabin is characterized in that, the driving cabin rear is provided with enging cabin; Driving cabin the place ahead is provided with the overarm arm; The overarm arm is provided with the laying fluid cylinder, and the driving cabin below is provided with spiral propeller, and spiral propeller the place ahead is provided with hydraulic motor.
Preferably; Be provided with the geotextiles anchor device between driving cabin and the overarm arm; Its objective is when laying and carry out the geotextiles anchoring; The paving location of guaranteeing each piece geotextiles all has accurate in locating, and makes the geotextiles distortion that in process of deployment, is not shifted, and has guaranteed the construction quality that geotextiles is laid at beach; Realize the mechanized of geotextile laying on the beach, improved operating efficiency greatly, increased the construction effective operation time.
The beneficial effect of the utility model is: lay geotextiles through beach geotextile laying machine and can guarantee that the paving location of each piece geotextiles all has accurate in locating, has guaranteed construction quality; Construction does not receive the influence of tidal level, has increased the construction effective operation time; And improved operating efficiency.
Description of drawings
Fig. 1 is a beach geotextile laying machine structural representation.
Among the figure: 1 driving cabin, 2 enging cabins, 3 geotextiles anchor devices, 4 overarm arms, 5 hydraulic motors 6, spiral propeller, 7 lay cylinder.
The specific embodiment
In order to deepen understanding to the utility model, will combine embodiment and accompanying drawing that the utility model is done further to detail below, this embodiment only is used to explain the utility model, does not constitute the qualification to the utility model protection domain.
A kind of novel beach geotextile laying machine comprises driving cabin 1, it is characterized in that; Driving cabin 1 rear is provided with enging cabin 2; Driving cabin 1 the place ahead is provided with overarm arm 4, is provided with geotextiles anchor device 3 between driving cabin 1 and the overarm arm 4, and overarm arm 4 is provided with lays fluid cylinder 7; Driving cabin 1 below is provided with spiral propeller 6, and spiral propeller 6 the place aheads are provided with hydraulic motor 5.
Claims (2)
1. beach geotextile laying machine; Comprise driving cabin (1), it is characterized in that driving cabin (1) rear is provided with enging cabin (2); Driving cabin (1) the place ahead is provided with overarm arm (4); Overarm arm (4) is provided with lays fluid cylinder (7), and driving cabin (1) below is provided with spiral propeller (6), and spiral propeller (6) the place ahead is provided with hydraulic motor (5).
2. the described beach geotextile laying of the described claim 1 of claim 1 machine is characterized in that, is provided with geotextiles anchor device (3) between driving cabin (1) and the overarm arm (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204700796U CN202323872U (en) | 2011-11-23 | 2011-11-23 | Geotextile laying machine for mud flats |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204700796U CN202323872U (en) | 2011-11-23 | 2011-11-23 | Geotextile laying machine for mud flats |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202323872U true CN202323872U (en) | 2012-07-11 |
Family
ID=46435856
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204700796U Expired - Fee Related CN202323872U (en) | 2011-11-23 | 2011-11-23 | Geotextile laying machine for mud flats |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202323872U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265606A (en) * | 2016-09-28 | 2018-07-10 | 严培军 | A kind of geotechnological cloth spreading device towards highway antileakaging engineering |
-
2011
- 2011-11-23 CN CN2011204700796U patent/CN202323872U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108265606A (en) * | 2016-09-28 | 2018-07-10 | 严培军 | A kind of geotechnological cloth spreading device towards highway antileakaging engineering |
| CN108457154A (en) * | 2016-09-28 | 2018-08-28 | 严培军 | A kind of geotechnique's paving cloth method towards highway antileakaging engineering |
| CN108457154B (en) * | 2016-09-28 | 2020-01-14 | 广州华南路桥实业有限公司 | Geotextile laying method for highway anti-leakage engineering |
| CN108265606B (en) * | 2016-09-28 | 2020-12-04 | 福州宇卓科技有限公司 | Geotextile laying device for highway anti-leakage engineering |
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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: JIANGSU WEIHAI ENGINEERING AND TECHNOLOGY CO., LTD Free format text: FORMER OWNER: NINGBO HIGH-TECH ZONE, SEA-CLOSURE ENGINEERING TECHNOLOGY DEVELOPMENT CO., LTD. Effective date: 20130117 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 315040 NINGBO, ZHEJIANG PROVINCE TO: 222000 LIANYUNGANG, JIANGSU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130117 Address after: 222000 Jiangsu city of Lianyungang province Lianyungang Sinpo District Road No. 8 cloud Tongtai celebrity residence area south of the dressing room on the third floor Patentee after: JIANGSU WEIHAI ENGINEERING TECHNOLOGY CO., LTD. Address before: 9 building, science and technology building, No. 599 Jiangnan Road, high tech Zone, Zhejiang, Ningbo, China Patentee before: Ningbo High-Tech Zone, Sea-Closure Engineering Technology Development Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120711 Termination date: 20191123 |