CN207389483U - A kind of deep water high-precision throws bag operation flat-bottomed boat - Google Patents
A kind of deep water high-precision throws bag operation flat-bottomed boat Download PDFInfo
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- CN207389483U CN207389483U CN201721442911.5U CN201721442911U CN207389483U CN 207389483 U CN207389483 U CN 207389483U CN 201721442911 U CN201721442911 U CN 201721442911U CN 207389483 U CN207389483 U CN 207389483U
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Abstract
The utility model discloses a kind of deep water high-precisions to throw bag operation flat-bottomed boat, mainly include GPS, windlass, throwing ship, sand carrier, back-up sand, geotechnological sand pocket, it is oriented to cage and is oriented to cage lifting device, there are two the GPS is common, it is located at the both ends of the throwing ship respectively, there are four the windlass is common, it is located at the corner of the throwing ship respectively, throwing ship is moved to the throwing position specified by the GPS and windlass, make sand carrier berthing throwing ship, the lower section for being oriented to cage and being vertically positioned at the throwing ship, the guiding cage lifting device is installed on throwing ship, geotechnique's sand pocket, which is located at, is oriented to cage close to sand carrier one side, and geotechnological sand pocket is close to the entrance for being oriented to cage, the back-up sand is located on the sand carrier.Deep water soil engineering bag throwing is carried out using the equipment of the utility model, throwing positional precision can be improved, avoid the drift of soil engineering bag dropping process, achieve the effect that the accurate implantation of soil engineering bag, improve throwing construction efficiency, reduce security risk.
Description
Technical field
The utility model is related to technical field of ships, are specifically related to a kind of deep water high-precision and throw bag operation flat-bottomed boat.
Background technology
During previous dredging waterway, soil engineering bag throwing is mainly carried out using civilian boat and manpower mode, and soil engineering bag is big
Small generally 125kg or 250kg.Construction process is：Manually pack → hold on the coast sewing machine suture → manually by soil engineering bag
Dress civilian boat → civilian boat transports soil engineering bag to throwing position, and berthing positioning throwing ship → soil engineering bag is had bad luck to station keeping ship, and
It is piled up according to regulation spacing and number and checks positioning throwing ship position → artificial throwing in positioning throwing ship one side → total powerstation.It throws
Matrix amount detection mode is generally sticked together using water or simple beam detection.
The above method is used to carry out, and bank slope protection major defect is not high for throwing precision, and labor intensity is big, and security is poor, applies
Work efficiency rate is low.For the higher international item of quality requirement, conventional method cannot meet the requirement of technical specification completely.This
The main purpose of utility model research is how to break through conventional construction method, develops a kind of deep water high-precision and throw bag operation platform
Ship.
Utility model content
For the existing soil engineering bag throwing method that the utility model solves there are throwing precision is not high, labor intensity is big, safety
Property it is poor, the technical issues of low construction efficiency, bag operation flat-bottomed boat is thrown so as to provide a kind of deep water high-precision.
In order to solve the above technical problems, technical solution is used by the utility model：
A kind of deep water high-precision throws bag operation flat-bottomed boat, mainly including GPS, windlass, throwing ship, sand carrier, back-up sand, soil
Work sand pocket, be oriented to cage and be oriented to cage lifting device, the GPS altogether there are two, respectively positioned at the both ends of the throwing ship, the anchor
There are four machine is common, respectively positioned at the corner of the throwing ship, throwing ship is moved to the throwing position specified by the GPS and windlass
It puts, makes sand carrier berthing throwing ship, the lower section for being oriented to cage and being vertically positioned at the throwing ship, and the top for being oriented to cage passes through
Throwing ship is oriented to the entrance of cage and the upper surface flush of throwing ship, and the guiding cage lifting device is installed on throwing ship, and
It is connected with being oriented to cage, can will be oriented to cage and be promoted or transferred, geotechnique's sand pocket is in line on throwing ship, geotechnique
Sand pocket is parallel with the entrance of the guiding cage, and geotechnological sand pocket, which is located at, is oriented to cage close to sand carrier one side, and geotechnological sand pocket is close to leading
To the entrance of cage, the back-up sand is located on the sand carrier.
Further, in said program, the cage lifting device that is oriented to is located at the ingress edge for being oriented to cage and geotechnological sand
The opposite one side of bag.
Further, in said program, the cage that is oriented to is cuboid, the depth of height and required throwing
Match, length and the size of throwing ship match, and the size of width and geotechnological sand pocket matches.
Further, in said program, several baffles are vertically equipped in the guiding cage, it is possible to prevente effectively from
Soil engineering bag dropping process along guiding cage length direction drift.
The method of work of the utility model is：Position is determined using two GPS, and moving throwing ship by four windlass extremely refers to
Fixed throwing position after sand carrier berthing throwing ship, again by the position of windlass adjustment throwing ship, expires its registration
Foot requirement；By mechanically or manually mode, the back-up sand on sand carrier is packed into the geotechnological sand pocket in throwing ship, after filling
Geotechnological sand pocket final position, which is located at, to be oriented on the entrance side of cage, is pushed into geotechnological sand pocket using manpower or mechanical system and is oriented to
Cage, the throwing drop point for specifying its most Zhongdao of accurately falling can be promoted guiding cage by being oriented to cage lifting device
Or decentralization.
The beneficial effects of the utility model are：Deep water soil engineering bag throwing, Neng Gouti are carried out using the equipment of the utility model
High throwing positional precision, avoids the drift of soil engineering bag dropping process, achievees the effect that the accurate implantation of soil engineering bag, improves throwing construction
Efficiency reduces security risk.
Description of the drawings
Fig. 1 is the structure diagram of the utility model；
Wherein, 1-GPS, 2- windlass, 3- throwings ship, 4- sand carriers, 5- back-up sands, 6- geotechnique's sand pocket, 7- guiding cage, 8- are led
To cage lifting device.
Specific embodiment
The utility model is further described in detail in the following with reference to the drawings and specific embodiments：
A kind of deep water high-precision as shown in Figure 1 throws bag operation flat-bottomed boat, mainly including GPS1, windlass 2, throwing ship 3, fortune
Sand ship 4, back-up sand 5, are oriented to cage 7 and are oriented to cage lifting device 8 geotechnological sand pocket 6, GPS1 altogether there are two, respectively positioned at throwing ship 3
Both ends, windlass 2 altogether there are four, respectively positioned at the corner of throwing ship 3, throwing ship 3 is moved to what is specified by GPS1 and windlass 2
Throwing position makes 4 berthing throwing ship 3 of sand carrier, is oriented to cage 7 and is vertically positioned at the lower section of throwing ship 3, and is oriented to the top of cage 7
Through throwing ship 3, the entrance of cage 7 and the upper surface flush of throwing ship 3 are oriented to, cage lifting device 8 is oriented to and is installed on throwing ship 3
On, the one side opposite with geotechnological sand pocket 6 positioned at the ingress edge for being oriented to cage 7, and being connected with being oriented to cage 7, can will guiding cage 7 into
Row is promoted or decentralization, geotechnological sand pocket 6 are in line on throwing ship 3, and geotechnological sand pocket 6 is parallel with the entrance for being oriented to cage 7, geotechnique
Sand pocket 6, which is located at, is oriented to cage 7 close to 4 one side of sand carrier, and geotechnological sand pocket 6, close to the entrance for being oriented to cage 7, guiding cage 7 is cuboid
Shape, the depth of height and required throwing match, and length and the size of throwing ship 3 match, width and geotechnique
The size of sand pocket 6 matches, and is oriented in cage 7 and is vertically equipped with several baffles, it is possible to prevente effectively from soil engineering bag dropping process exists
Along guiding 7 length direction of cage drift, back-up sand 5 is located on sand carrier 4.
The method of work of this operation platform ship is：Position is determined using two GPS1, and throwing ship is moved by four windlass 2
3 to specified throwing position, after 4 berthing throwing ship 3 of sand carrier, the position of throwing ship 3 is adjusted again by windlass 2, makes it
Registration is met the requirements；By mechanically or manually mode, the geotechnological sand back-up sand 5 on sand carrier 4 being packed into throwing ship 3
In bag 6,6 final position of geotechnological sand pocket after filling, which is located at, to be oriented on the entrance side of cage 7, using manpower or mechanical system by soil
The push-in of work sand pocket 6 is oriented to cage 7, and the throwing drop point for specifying its most Zhongdao of accurately falling can by being oriented to cage lifting device 8
Cage 7 will be oriented to be promoted or transferred.Deep water soil engineering bag throwing is carried out using this operation platform ship, throwing position essence can be improved
Degree, avoids the drift of soil engineering bag dropping process, achievees the effect that the accurate implantation of soil engineering bag, improves throwing construction efficiency, reduces peace
Full blast danger.
Claims (4)
1. a kind of deep water high-precision throws bag operation flat-bottomed boat, which is characterized in that mainly including GPS (1), windlass (2), throwing ship
(3), sand carrier (4), back-up sand (5), geotechnological sand pocket (6), guiding cage (7) and guiding cage lifting device (8), the GPS (1) is altogether
There are two, respectively positioned at the both ends of the throwing ship (3), the windlass (2) altogether there are four, respectively positioned at the throwing ship (3)
Corner, throwing ship (3) is moved to the throwing position specified by the GPS (1) and windlass (2), throws sand carrier (4) berthing
Ship (3) is filled out, the guiding cage (7) is vertically positioned at the lower section of the throwing ship (3), and the top for being oriented to cage (7) passes through throwing
Ship (3), is oriented to the entrance of cage (7) and the upper surface flush of throwing ship (3), and the guiding cage lifting device (8) is installed on throwing
It fills out on ship (3), and is connected with being oriented to cage (7), can will be oriented to cage (7) and be promoted or transferred, geotechnique's sand pocket (6) is lined up
A line is located on throwing ship (3), and geotechnological sand pocket (6) is parallel with the entrance of the guiding cage (7), and geotechnological sand pocket (6), which is located at, to be oriented to
Cage (7) is close to sand carrier (4) one side, and geotechnological sand pocket (6), close to the entrance for being oriented to cage (7), the back-up sand (5) is located at described
On sand carrier (4).
2. a kind of deep water high-precision according to claim 1 throws bag operation flat-bottomed boat, which is characterized in that the guiding cage carries
It rises device (8) and is located at the ingress edge of guiding cage (7) and the one side that geotechnological sand pocket (6) is opposite.
3. a kind of deep water high-precision according to claim 1 throws bag operation flat-bottomed boat, which is characterized in that the guiding cage
(7) it is cuboid, the depth of height and required throwing matches, and length and the size of throwing ship (3) match,
Its width and the size of geotechnological sand pocket (6) match.
4. a kind of deep water high-precision according to claim 1 throws bag operation flat-bottomed boat, which is characterized in that in the guiding cage
(7) several baffles are vertically equipped in.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721442911.5U CN207389483U (en) | 2017-11-02 | 2017-11-02 | A kind of deep water high-precision throws bag operation flat-bottomed boat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721442911.5U CN207389483U (en) | 2017-11-02 | 2017-11-02 | A kind of deep water high-precision throws bag operation flat-bottomed boat |
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| Publication Number | Publication Date |
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| CN207389483U true CN207389483U (en) | 2018-05-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721442911.5U Active CN207389483U (en) | 2017-11-02 | 2017-11-02 | A kind of deep water high-precision throws bag operation flat-bottomed boat |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643187A (en) * | 2018-05-25 | 2018-10-12 | 长江武汉航道局武汉航道管理处 | A kind of construction method for placing underwater steel-wire stone |
| CN109098179A (en) * | 2018-08-15 | 2018-12-28 | 中国电建集团港航建设有限公司 | A kind of throwing structural system and working method |
| CN111648301A (en) * | 2020-06-17 | 2020-09-11 | 中交天航滨海环保浚航工程有限公司 | Sliding plate type mold bag concrete filling construction method |
-
2017
- 2017-11-02 CN CN201721442911.5U patent/CN207389483U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643187A (en) * | 2018-05-25 | 2018-10-12 | 长江武汉航道局武汉航道管理处 | A kind of construction method for placing underwater steel-wire stone |
| CN109098179A (en) * | 2018-08-15 | 2018-12-28 | 中国电建集团港航建设有限公司 | A kind of throwing structural system and working method |
| CN109098179B (en) * | 2018-08-15 | 2020-06-09 | 中国电建集团港航建设有限公司 | Throwing filling structure system and working method |
| CN111648301A (en) * | 2020-06-17 | 2020-09-11 | 中交天航滨海环保浚航工程有限公司 | Sliding plate type mold bag concrete filling construction method |
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