CN204078022U - Rivers waterway revetment construction Special engineering ship - Google Patents
Rivers waterway revetment construction Special engineering ship Download PDFInfo
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- CN204078022U CN204078022U CN201420439985.3U CN201420439985U CN204078022U CN 204078022 U CN204078022 U CN 204078022U CN 201420439985 U CN201420439985 U CN 201420439985U CN 204078022 U CN204078022 U CN 204078022U
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- layer
- piling
- transverse shifting
- drilling cramp
- rivers
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Abstract
The utility model discloses a kind of rivers waterway revetment construction Special engineering ship; The purpose of this utility model is to provide a kind ofly has road no requirement (NR), without the need to building the high rivers waterway revetment construction Special engineering ship of cofferdam, operating efficiency to side, navigation channel bank; It comprises hull, piling equipment, crane; Hull comprises control cabin and cabin, is provided with piling equipment and crane in cabin, and the cabin position that piling equipment is corresponding is provided with longitudinal movable component; Piling equipment comprises that piling equipment comprises drilling cramp base, piling mechanism, drilling cramp found tower, lifting mechanism, piling mechanism, drilling cramp found tower and lifting mechanism one_to_one corresponding, drilling cramp base is divided into two-layer from top to down, and ground floor is transverse shifting layer, and the second layer is for vertically moving layer; Piling mechanism comprises motor two, stake machine joint, unit head base, drilling rod; It has to side, navigation channel bank without rto request, 100 tonnes just can meet the features such as construction requirement, working strength be low.
Description
Technical field
The utility model relate to a kind of engineering equipment, especially a kind of rivers waterway revetment construction Special engineering ship in the construction of rivers navigation channel.
Background technology
Current in the exploitation process in river course, need the construction carrying out shore protection in both sides, rivers navigation channel, but existingly in bank protection construction, also exist that construction speed is slow, the rto request of side, navigation channel bank is high, construction time need build cofferdam, and the existing patent No. is 200910237986.3 disclose a kind of pile-driving barge, it comprises hull, support, piling equipment, and this pile-driving barge because of hull and displacement excessive general all more than kiloton, therefore this pile-driving barge is not suitable for the construction of rivers waterway revetment.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of to side, navigation channel bank without rto request, without the need to building the high rivers waterway revetment construction Special engineering ship of cofferdam, operating efficiency.
In order to achieve the above object, a kind of rivers waterway revetment construction Special engineering ship designed by the utility model, it comprises hull, piling equipment, crane, hull comprises control cabin and cabin, and the side of cabin is provided with piling equipment, and opposite side is provided with crane, piling equipment comprises drilling cramp base, piling mechanism, drilling cramp founds tower, lifting mechanism, piling mechanism, drilling cramp founds tower and lifting mechanism one_to_one corresponding, drilling cramp base is divided into two-layer from top to down, be respectively transverse shifting layer and vertically move layer, ground floor is transverse shifting layer, transverse shifting layer is framed structure, transverse shifting layer is provided with the movable component of transverse shifting, the second layer is for vertically moving layer, vertically moving layer is framed structure, vertically moving movable component layer being provided with and vertically moving, the guide rail of transverse shifting layer is fixed on and vertically moves on layer, the guide rail vertically moving layer is fixed on cabin position corresponding to piling equipment, when transverse shifting layer is at transverse shifting, vertically move layer not move because of the movement of transverse shifting layer, and when vertically moving layer and moving in the vertical, drive transverse shifting layer by vertically moving on layer the fixing guide rail coordinated with transverse shifting layer, transverse shifting layer is moved longitudinally with vertically moving together with layer, piling mechanism founds tower by lifting mechanism and drilling cramp and is connected, and realizes moving up and down of piling mechanism, drilling cramp founds tower and is provided with the guide rail coordinated with mechanism of driving piles, piling mechanism comprises motor one, stake machine joint, unit head base, unit head base is provided with the pulley or slide block that the guide rail that founds tower with drilling cramp coordinates, the bottom of unit head base has a hole, the top of stake machine joint has connecting bore, the bottom of stake machine joint is provided with a flange, the motor shaft of motor one is connected with the connecting bore of stake machine joint, and the flange of stake machine joint is connected with unit head base.
For convenience of moving up and down of piling mechanism, described lifting mechanism can comprise motor, winding drum, steel rope, and by driven by motor winding drum, winding drum drives steel rope, finally by rope belt power driver structure; Lifting mechanism also can comprise motor three, screw mandrel, nut, and nut is arranged on unit head base, and driven by motor screw mandrel rotates, and realizes being elevated with coordinating of nut by screw mandrel; Lifting mechanism also can comprise motor four, tooth bar, tooth bar is installed on drilling cramp and stands the both sides of tower towards the side of river surface, and motor is arranged on unit head base back surface, and gear is installed on the motor shaft of motor, motor driven gear, realizes moving up and down of piling mechanism by the cooperation of wheel and rack.
For making the movement of the transverse shifting layer of drilling cramp base more steadily quick, the movable component one end on described transverse shifting layer is connected to the other end on transverse shifting layer and is connected on hull, and movable component can be cylinder, hydraulic actuating cylinder etc.
For the movement vertically moving layer making drilling cramp base is more steadily quick, described movable component one end vertically moved on layer is connected to and vertically moves the other end on layer and be connected on hull, and movable component can be cylinder, hydraulic actuating cylinder etc.
More firm for making drilling cramp found tower, it is the reverse diagonal brace of facade that described drilling cramp founds Deethanizer design, and the side towards river course is vertical with drilling cramp base, towards cabin lopsidedness and the angle of two sides is 20-30 degree.
For increasing work efficiency, the described piling equipment be arranged on drilling cramp base is multiple.
Replacing for convenience of drilling rod and afterburning self tapping stake connects, and described stake machine joint is provided with a pin-and-hole.
Rivers waterway revetment constructs Special engineering ship when constructing not to the requirement of riverbank road, as long as the river course that rivers waterway revetment construction Special engineering ship can enter can carry out construction operation, simultaneously for increasing work efficiency and scope of work, drilling cramp base can be horizontal and longitudinal movement, piling equipment is stretched out, adds wide working range, when driving piles, stake machine joint first installs drilling rod, accomplishes fluently and draws hole, then drilling rod is changed into afterburning self tapping stake and drive piles; Therefore, it have to side, navigation channel bank without rto request, 100 tonnes just can meet the features such as construction requirement, working strength be low.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is drilling cramp base front view.
Fig. 3 is drilling cramp base side view.
Fig. 4 is drilling cramp base vertical view.
Fig. 5 is the front view that drilling cramp founds tower and coordinates with pulley.
Fig. 6 is the lateral plan that drilling cramp founds tower and coordinates with pulley.
Fig. 7 is unit head base vertical view.
Fig. 8 is unit head base back view.
Fig. 9 is stake machine joint front view.
Figure 10 is stake machine joint birds-eye view.
Figure 11 is drilling rod front view.
Figure 12 is the front view that drilling cramp founds tower and coordinates with screw rod.
Figure 13 is the lateral plan that drilling cramp founds tower and coordinates with screw rod.
Figure 14 is the back view of unit head base and nut screw connection.
Figure 15 is the birds-eye view of unit head base and nut screw connection.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model will be further described.
Embodiment one:
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, Figure 11, a kind of rivers waterway revetment construction Special engineering ship that the present embodiment describes, it comprises hull 1, piling equipment 2, crane 3, hull comprises control cabin 4 and cabin 5, and the side of cabin 5 is provided with piling equipment 2, and opposite side is provided with crane 3, and the position of the cabin 5 of piling equipment 2 correspondence is provided with support 6, and support 6 is provided with longitudinal slide rail 7, piling equipment 2 comprises drilling cramp base 8, four lifting mechanisms, four drilling cramps found 12, four, tower piling mechanism 13, lifting mechanism comprises motor 1, winding drum 10, steel rope 11, motor 1, winding drum 10, steel rope 11, drilling cramp found tower 12 and piling mechanism 13 one_to_one corresponding, four piling mechanisms 13 construct simultaneously, improve work efficiency, drilling cramp base 8 is divided into two-layer from top to down, be respectively transverse shifting layer 14 and vertically move layer 16, ground floor is transverse shifting layer 14, transverse shifting layer 14 is framed structure, shape is rectangle, the pulley 15 of transverse shifting is provided with in the below of transverse shifting layer 14, the second layer is for vertically moving layer 16, vertically move layer 16 for framed structure, shape is rectangle, horizontal slide rail 17 is provided with on the top vertically moving layer 16, pulley 18 is provided with in the bottom vertically moving layer 16, transverse shifting layer 14 realizes transverse shifting with vertically moving to be coordinated with slide rail 17 by the pulley 15 of transverse shifting between layer 16, vertically move between the support 6 on layer 16 and cabin 5 by the pulley that vertically moves 18 and longitudinal slide rail 7, realization vertically moves, winding drum 10 is positioned at before motor 1, one of steel rope 11 is connected on winding drum 10, the pulley 19 that tower 12 top is stood by drilling cramp in other end is connected on the unit head base 20 of piling mechanism, motor 1 drives winding drum 10, winding drum 10 drives steel rope 11, finally pulls piling mechanism 13 by steel rope 11, drilling cramp founds tower 12 and is positioned at before winding drum 10, and the top of unit head base 20 is provided with pulley 21, and pulley 21 prevents the wearing and tearing of steel rope 11, and drilling cramp founds tower 12 and is provided with slide rail 22 towards the both sides of the side in river course, piling mechanism 13 comprises motor 2 23, stake machine joint 24, unit head base 20, drilling rod 25, unit head base 20 is provided with the pulley 21 that the guide rail 22 that founds tower 12 with drilling cramp coordinates, the guide rail that unit head base 20 can be stood on tower 12 along drilling cramp moves up and down, the bottom of unit head base 20 has a circular hole 27, the top of stake machine joint 24 has connecting bore 28, the bottom of stake machine joint 24 is provided with a flange 29, and the motor shaft of motor 2 23 is connected with the connecting bore 28 of stake machine joint 24, drilling rod 25 is connected with stake machine joint 24 through the circular hole 27 of unit head base 20, the main body of drilling rod 25 is simple helix screw thread, flange 30 is provided with on the top of drilling rod 25, be bolted with the flange 29 of stake machine joint 24 bottom, the bottom of drilling rod 25 is provided with joint pin 31 and in main body, has a pin-and-hole 32, by afterburning self tapping pile protection in the outside of joint pin 31, sell the pin-and-hole of pin-and-hole and the afterburning self tapping stake be each passed through on the joint pin 31 of drilling rod 25, afterburning self tapping stake is fixed on the bottom of drilling rod.
Embodiment two:
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 9, Figure 10, Figure 11, Figure 12, Figure 13, Figure 14, Figure 15, when embodiment one, jacking system is changed for motor 3 36, nut 34, screw mandrel 35; Nut 35 is installed on the back side of head base in front, makes nut 34 and unit head base 20 connect into an entirety; Screw mandrel 35 is installed on drilling cramp and stands tower 12 inside, and be provided with motor 36 at the top of screw mandrel 35, the motor shaft of motor 36 is connected by axle sleeve 37 with the top of screw mandrel 35; Screw mandrel 35 coordinates with nut 34, and motor 36 drives screw mandrel 35 to rotate, thus nut 34 is moved up and down, and nut 34 and unit head base 20 are an entirety, thus realize moving up and down of piling mechanism.
Claims (9)
1. a rivers waterway revetment construction Special engineering ship, is characterized in that: it comprises hull, piling equipment, crane, hull comprises control cabin and cabin, and the side of cabin is provided with piling equipment, and opposite side is provided with crane, piling equipment comprises drilling cramp base, piling mechanism, drilling cramp founds tower, lifting mechanism, piling mechanism, drilling cramp founds tower and lifting mechanism one_to_one corresponding, drilling cramp base is divided into two-layer from top to down, ground floor is transverse shifting layer, transverse shifting layer is framed structure, transverse shifting layer is provided with the movable component of transverse shifting, the second layer is for vertically moving layer, vertically moving layer is framed structure, vertically moving movable component layer being provided with and vertically moving, the guide rail of transverse shifting layer is fixed on and vertically moves on layer, the guide rail vertically moving layer is fixed on cabin position corresponding to piling equipment, when transverse shifting layer is at transverse shifting, vertically move layer not move because of the movement of transverse shifting layer, and when vertically moving layer and moving in the vertical, drive transverse shifting layer by vertically moving on layer the fixing guide rail coordinated with transverse shifting layer, transverse shifting layer is moved longitudinally with vertically moving together with layer, piling mechanism founds tower by lifting mechanism and drilling cramp and is connected, and realizes moving up and down of piling mechanism, drilling cramp founds tower and is provided with the guide rail coordinated with mechanism of driving piles, piling mechanism comprises motor one, stake machine joint, unit head base, unit head base is provided with the pulley or slide block that the guide rail that founds tower with drilling cramp coordinates, the bottom of unit head base has a hole, the top of stake machine joint has connecting bore, the bottom of stake machine joint is provided with a flange, the motor shaft of motor one is connected with the connecting bore of stake machine joint, and the flange of stake machine joint is connected with unit head base.
2. a kind of rivers waterway revetment construction Special engineering ship according to claim 1, it is characterized in that: described lifting mechanism comprises motor, winding drum, steel rope, by driven by motor winding drum, winding drum drives steel rope, finally by rope belt power driver structure.
3. a kind of rivers waterway revetment construction Special engineering ship according to claim 1, it is characterized in that: lifting mechanism comprises motor three, screw mandrel, nut, nut is arranged on unit head base, and driven by motor screw mandrel rotates, and realizes being elevated with coordinating of nut by screw mandrel.
4. a kind of rivers waterway revetment construction Special engineering ship according to claim 1, it is characterized in that: lifting mechanism comprises motor four, tooth bar, tooth bar is installed on drilling cramp and stands the both sides of tower towards the side of river surface, motor is arranged on unit head base back surface, gear is installed on the motor shaft of motor, motor driven gear, realizes moving up and down of piling mechanism by the cooperation of wheel and rack.
5. a kind of rivers waterway revetment construction Special engineering ship according to claim 1, is characterized in that: the movable component one end on described transverse shifting layer is connected to the other end on transverse shifting layer and is connected on hull, and movable component is cylinder or hydraulic actuating cylinder.
6. a kind of rivers waterway revetment construction Special engineering ship according to claim 1, is characterized in that: described movable component one end vertically moved on layer is connected to and vertically moves the other end on layer and be connected on hull, and movable component is cylinder or hydraulic actuating cylinder.
7. a kind of rivers waterway revetment construction Special engineering ship according to claim 1, it is characterized in that: it is the reverse diagonal brace of facade that described drilling cramp founds Deethanizer design, side towards river course is vertical with drilling cramp base, towards cabin lopsidedness and the angle of two sides is 20-30 degree.
8. a kind of rivers waterway revetment construction Special engineering ship according to claim 1, is characterized in that: the described piling equipment be arranged on drilling cramp base is multiple.
9. a kind of rivers waterway revetment construction Special engineering ship according to claim 1, is characterized in that: described stake machine joint is provided with a pin-and-hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420439985.3U CN204078022U (en) | 2014-08-06 | 2014-08-06 | Rivers waterway revetment construction Special engineering ship |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420439985.3U CN204078022U (en) | 2014-08-06 | 2014-08-06 | Rivers waterway revetment construction Special engineering ship |
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| Publication Number | Publication Date |
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| CN204078022U true CN204078022U (en) | 2015-01-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420439985.3U Active CN204078022U (en) | 2014-08-06 | 2014-08-06 | Rivers waterway revetment construction Special engineering ship |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759460A (en) * | 2017-03-17 | 2017-05-31 | 王燏斌 | A kind of constructing device and its construction method for bank basis |
| CN106759106A (en) * | 2017-03-17 | 2017-05-31 | 王燏斌 | A kind of constructing device and its construction method for revetment |
| CN106801430A (en) * | 2017-03-17 | 2017-06-06 | 王燏斌 | A kind of workboat and its construction method for foundation in water |
| CN110344413A (en) * | 2019-06-19 | 2019-10-18 | 嘉善县新顺预制构件公司荣马厂 | A kind of pile driving equipment and its pile-driving method |
| CN110725281A (en) * | 2019-11-07 | 2020-01-24 | 烟台职业学院 | Maintenance platform for small ship |
-
2014
- 2014-08-06 CN CN201420439985.3U patent/CN204078022U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759460A (en) * | 2017-03-17 | 2017-05-31 | 王燏斌 | A kind of constructing device and its construction method for bank basis |
| CN106759106A (en) * | 2017-03-17 | 2017-05-31 | 王燏斌 | A kind of constructing device and its construction method for revetment |
| CN106801430A (en) * | 2017-03-17 | 2017-06-06 | 王燏斌 | A kind of workboat and its construction method for foundation in water |
| WO2018166521A1 (en) * | 2017-03-17 | 2018-09-20 | 王燏斌 | Construction device for shore foundation and construction method therefor |
| WO2018166522A1 (en) * | 2017-03-17 | 2018-09-20 | 王燏斌 | Construction device for revetment and construction method therefor |
| CN110344413A (en) * | 2019-06-19 | 2019-10-18 | 嘉善县新顺预制构件公司荣马厂 | A kind of pile driving equipment and its pile-driving method |
| CN110344413B (en) * | 2019-06-19 | 2021-05-18 | 嘉善县新顺预制构件公司荣马厂 | Piling equipment and piling method thereof |
| CN110725281A (en) * | 2019-11-07 | 2020-01-24 | 烟台职业学院 | Maintenance platform for small ship |
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