CN110510079A - A kind of building berth antisliding apparatus - Google Patents
A kind of building berth antisliding apparatus Download PDFInfo
- Publication number
- CN110510079A CN110510079A CN201910634711.7A CN201910634711A CN110510079A CN 110510079 A CN110510079 A CN 110510079A CN 201910634711 A CN201910634711 A CN 201910634711A CN 110510079 A CN110510079 A CN 110510079A
- Authority
- CN
- China
- Prior art keywords
- arc panel
- perforation
- iron wedge
- building berth
- adjustment mechanism
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
- B63C3/00—Launching or hauling-out by landborne slipways; Slipways
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention discloses a kind of building berth antisliding apparatus, including support base, height adjustment mechanism, angle adjusting mechanism and iron wedge, the support base is rectangular parallelepiped structure, two opposite sides of the support base are provided with the first limiting slot, first limiting slot is linear type and is vertically arranged, other two side of the support base is respectively arranged with the first perforation and the second perforation passed through for the iron wedge, the height adjustment mechanism is rectangular parallelepiped structure, its lower end is open end, the height adjustment mechanism is provided with inclined plate between two opposite sides, the upper surface of the iron wedge is inclined surface, and tilt angle is identical as the tilt angle of the inclined plate.It is copied on stupefied in the use of the present invention, the bottom of support base is welded on, iron wedge is passed through into the first perforation and the second perforation, adjust the height of the depth adjustment building berth antisliding apparatus of iron wedge insertion, angle adjusting mechanism can change the angle of top plate according to ship stern shape.
Description
Technical field
The invention belongs to shipbuilding technical fields, and in particular to a kind of building berth antisliding apparatus.
Background technique
Building berth is the place of shipbuilding, with certain 1/20 gradient (1/20 refer to building berth height and length it
Than), for ship when building on building berth, ship stern is located at lower position on building berth, and it is whole along the side of ship stern to will lead to ship
To whole displacement downwards, ship stern support used in after timber wedge is under pressure, decrement is larger, there are initial displacement, ship
Ground is painted coated with multilayer, if wherein one layer of paint does not reach absolutely dry state, one layer of cunning may be generated after stress
Move layer, the displacement of ship will to copy stupefied inclination and displacement, and (copying stupefied is the support construction that ship stern bottom is arranged, and timber wedge is set to
Copy stupefied between ship stern), in case of stupefied situation, consequence is hardly imaginable.
Summary of the invention
Aiming at the problems existing in the prior art, the present invention provides a kind of building berth antisliding apparatus, and the present invention can be effective
When avoiding slipway launching, the risk that hull integrally slides downwards, which, which can be realized, rigidly fixes ship stern, makes ship
Body shift amount is controlled effectively.
To achieve the above object, the invention adopts the following technical scheme:
The present invention provides a kind of building berth antisliding apparatus, including support base, height adjustment mechanism, angle adjusting mechanism and
Iron wedge,
The support base is rectangular parallelepiped structure, and the upper end is open end, lower end is closed end, and the support base is opposite
Two sides be provided with the first limiting slot, first limiting slot is linear type and is vertically arranged that the support base is in addition
Two sides are respectively arranged with the first perforation and the second perforation passed through for the iron wedge, and the height of first perforation is higher than institute
State biperforate height；
The height adjustment mechanism is rectangular parallelepiped structure, and lower end is open end, and the height adjustment mechanism two opposite
Side between be provided with inclined plate and the first arc panel, and two opposite sides are provided with for the iron wedge below inclined plate
The first opening passed through and the second opening, first arc panel are set to the top of the inclined plate, the height adjustment mechanism
Other two opposite side is provided with the first limited post and the second limiting slot, and first limited post is installed on first limit
In the slot of position, second limiting slot is arc and the top for being set to first arc panel；
The angle adjusting mechanism include the second arc panel, second arc panel be set on second arc panel and
Identical as the radian of first arc panel, the upper surface of first arc panel is provided with top plate, first arc panel
The second limited post is connected, second limited post is installed in second limiting slot；
The upper surface of the iron wedge is inclined surface, and tilt angle is identical as the tilt angle of the inclined plate.
Reinforcing prop, the top of the reinforcing prop are provided in the middle part of second arc panel as a preferred technical solution,
Connect the top plate or the slightly below described top plate.
The center of first limited post and the inclined plate is located at same level height as a preferred technical solution,
Degree.
Loss of weight drilling is provided on the iron wedge as a preferred technical solution, the tail portion of the iron wedge is welded with steel
Gasket.
First arc panel is welded in described by the first support column, the second support column as a preferred technical solution,
On inclined plate.
As a preferred technical solution, it is described first perforation, second perforated bottom two sides be provided with reinforcement block.
The gradient ratio of the inclined plate is 1:6 as a preferred technical solution,.
Compared with prior art, the invention has the benefit that in the use of the present invention, the bottom of support base is welded
Copying on stupefied, be encased inside thick nylon sheet and plank between the top plate and ship stern of angle adjusting mechanism, by iron wedge pass through first perforation with
Second perforation adjusts the height of the depth adjustment building berth antisliding apparatus of iron wedge insertion, and angle adjusting mechanism can be according to ship stern
Shape changes the angle of top plate, so that ship stern and building berth antisliding apparatus are in rigid top pressure condition, reduces due to plank
It is shifted caused by plastic deformation, to eliminate the principal element of displacement, achievees the purpose that ship zero shifts.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of building berth antisliding apparatus of the present invention.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is the structural schematic diagram of support base in building berth antisliding apparatus of the present invention.
Fig. 4 is the left view of Fig. 3.
Fig. 5 is the structural schematic diagram of height adjustment mechanism in building berth antisliding apparatus of the present invention.
Fig. 6 is the structural schematic diagram of angle adjusting mechanism in building berth antisliding apparatus of the present invention.
Fig. 7 is the structural schematic diagram of iron wedge in building berth antisliding apparatus of the present invention.
Wherein, appended drawing reference is described as follows: support base 1, height adjustment mechanism 2, angle adjusting mechanism 3, iron wedge
4, the first the 11, second perforation of perforation 12, reinforcement block 13, the first limiting slot 14, inclined plate 21, the first arc panel 22, the second limiting slot
23, the first support column 24, the second support column 25, first opening 26, second opening the 27, first limited post 28, the second arc panel 31,
Top plate 32, reinforcing prop 33, the second limited post 34, loss of weight drilling 41, steel gasket 42.
Specific embodiment
In the description of the present invention, it is to be understood that, term " longitudinal direction ", " transverse direction ", "upper", "lower", "front", "rear",
The orientation or positional relationship of the instructions such as "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" is based on attached drawing institute
The orientation or positional relationship shown, is merely for convenience of description of the present invention and simplification of the description, rather than the dress of indication or suggestion meaning
It sets or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to limit of the invention
System.
As shown in Figures 1 and 2, a kind of building berth antisliding apparatus, including support base 1, height adjustment mechanism 2, angle tune
Save mechanism 3 and iron wedge 4.
As shown in Figures 3 and 4, support base 1 is rectangular parallelepiped structure, and the upper end is open end, lower end is closed end, support
Two opposite sides of pedestal 1 are provided with the first limiting slot 14, and the first limiting slot 14 is linear type and is vertically arranged, support base
1 other two side is respectively arranged with the first perforation 11 and the second perforation 12 passed through for iron wedge 4, the height height of the first perforation 11
The two sides of the height of second perforation 12, the first 12 bottoms of the 11, second perforation of perforation are provided with reinforcement block 13, reinforcement block 13 avoids
Deformation occurs for first the 11, second perforation 12 of perforation, while reinforcement block 13 has position-limiting action to iron wedge 4, guarantees the movement of iron wedge 4
For linear motion.
As shown in figure 5, height adjustment mechanism 2 be rectangular parallelepiped structure, lower end be open end, height adjustment mechanism 2 two
Inclined plate 21 and the first arc panel 22 are provided between opposite side, and two opposite sides are provided in the lower section of inclined plate 21
The first opening 26 passed through for iron wedge 4 is open 27 with second, and the first arc panel 22 is set to the top of inclined plate 21, inclined plate 21 it is oblique
Degree is than being 1:6.Other two the opposite side of height adjustment mechanism 2 is provided with the first limited post 28 and the second limiting slot 23, the
One limited post 28 is installed in the first limiting slot 14, and the second limiting slot 23 is arc and is set to the top of the first arc panel 22,
The center of first limited post 28 and inclined plate 21 is located at same level height.First arc panel 22 passes through the first support column
24, the second support column 25 is welded on the inclined plate 21.
As shown in fig. 6, angle adjusting mechanism 3 includes the second arc panel 31, the second arc panel 31 is set to the second arc panel
On 31 and identical as the radian of the first arc panel 22, the upper surface of the first arc panel 22 is provided with top plate 32, the first arc panel 22
The second limited post of connection 34, the second limited post 34 is installed in the second limiting slot 23.The middle part of second arc panel 31 is provided with
Reinforcing prop 33, the top of reinforcing prop 33 connects top plate 32 or slightly below top plate 32, the second limited post 34 can be welded on reinforcing prop
On 33, reinforcing prop 33 provides support to the middle part of top plate 32, and avoiding top plate 32, deformation occurs during use.
As shown in fig. 7, the upper surface of iron wedge 4 is inclined surface, and tilt angle is identical as the tilt angle of inclined plate 21.Iron wedge
Loss of weight drilling 41 is provided on 4, the tail portion of iron wedge 4 is welded with steel gasket 42, and steel gasket 42 is when hammering iron wedge 4, protection
Iron wedge 4 is used.
The mode that being fixedly connected between each structure is all made of welding in the present embodiment connects, the first limited post, second
Limited post 34 is all made of the round steel that diameter is 8 millimeters.
It is copied on stupefied in use, the bottom of support base 1 is welded on, between the top plate 32 and ship stern of angle adjusting mechanism 3
It is encased inside thick nylon sheet and plank, angular adjustment module is installed in height adjustment module, and the second limited post 34 is installed on the second limit
In the slot 23 of position, height adjustment module is installed in support base 1, and the first limited post 28 is located in the first limiting slot 14, by iron wedge 4
Penetrate the first perforation 11, second perforation 12, with hammer hammer iron wedge 4, make height adjustment mechanism 2 rise, reach hull with it is anti-skidding
Moving device stern rigidity of support presses state.The device, is tested by hydraulic press, be can achieve the load more than 350 tons, completely may be used
To meet live needs.
Although above-described embodiment makes specific descriptions to the present invention, come for those of ordinary skill in the art
It says, it is understood that can be modified within spirit and scope of the invention based on present disclosure not departing from
Or improve, these modification and improvement are all within spirit and scope of the invention.
Claims (7)
1. a kind of building berth antisliding apparatus, which is characterized in that including support base (1), height adjustment mechanism (2), angular adjustment
Mechanism (3) and iron wedge (4),
The support base (1) is rectangular parallelepiped structure, and the upper end is open end, lower end is closed end, support base (1) phase
Pair two sides be provided with the first limiting slot (14), first limiting slot (14) is linear type and to be vertically arranged, the branch
Support pedestal (1) other two side is respectively arranged with the first perforation (11) and the second perforation (12) passed through for the iron wedge (4),
The height of first perforation (11) is higher than the height of second perforation (12)；
The height adjustment mechanism is rectangular parallelepiped structure, and lower end is open end, and the height adjustment mechanism (2) two is opposite
Inclined plate (21) and the first arc panel (22) are provided between side, and two opposite sides are provided with below inclined plate (21)
The first opening (26) and the second opening (27), first arc panel (22) passed through for the iron wedge (4) is set to described oblique
The top of plate (21), described other two opposite side of height adjustment mechanism (2) are provided with the first limited post () and the second limit
Position slot (23), first limited post (28) are installed in first limiting slot (14), and second limiting slot (23) is arc
Shape and the top for being set to first arc panel (22)；
The angle adjusting mechanism (3) includes the second arc panel (31), and second arc panel (31) is set to second arc
On shape plate (31) and identical as the radian of first arc panel (22), the upper surface of first arc panel (22) is provided with top
Plate (32), the second limited post of connection (34) of first arc panel (22), second limited post (34) are installed on described
In two limiting slots (23)；
The upper surface of the iron wedge (4) is inclined surface, and tilt angle is identical as the tilt angle of the inclined plate (21).
2. a kind of building berth antisliding apparatus as described in claim 1, which is characterized in that the middle part of second arc panel (31)
It is provided with reinforcing prop (33), the top of the reinforcing prop (33) connects the top plate (32) or the slightly below described top plate (32).
3. a kind of building berth antisliding apparatus as described in claim 1, which is characterized in that first limited post (28) with it is described
The center of inclined plate (21) is located at same level height.
4. a kind of building berth antisliding apparatus as described in claim 1, which is characterized in that be provided with loss of weight on the iron wedge (4)
It drills (41), the tail portion of the iron wedge (4) is welded with steel gasket (42).
5. a kind of building berth antisliding apparatus as described in claim 1, which is characterized in that first arc panel (22) passes through the
One support column (24), the second support column (25) are welded on the inclined plate (21).
6. a kind of building berth antisliding apparatus as described in claim 1, which is characterized in that first perforation (11), described the
The two sides of two perforation (12) bottoms are provided with reinforcement block (13).
7. a kind of building berth antisliding apparatus as described in claim 1, which is characterized in that the gradient ratio of the inclined plate (21) is 1:
6。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910634711.7A CN110510079B (en) | 2019-07-15 | 2019-07-15 | Slipway anti-slip device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910634711.7A CN110510079B (en) | 2019-07-15 | 2019-07-15 | Slipway anti-slip device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110510079A true CN110510079A (en) | 2019-11-29 |
| CN110510079B CN110510079B (en) | 2021-09-07 |
Family
ID=68623305
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910634711.7A Active CN110510079B (en) | 2019-07-15 | 2019-07-15 | Slipway anti-slip device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110510079B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112550617A (en) * | 2020-12-04 | 2021-03-26 | 沪东中华造船(集团)有限公司 | Method for fixing anti-skid channel steel at bottom of ship launching |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200967550Y (en) * | 2006-11-24 | 2007-10-31 | 上海外高桥造船有限公司 | Lifting dock block |
| CN201793001U (en) * | 2010-08-06 | 2011-04-13 | 上海船厂船舶有限公司 | Dock block capable of being jacked up |
| KR101373998B1 (en) * | 2012-09-19 | 2014-03-12 | 주식회사 현대미포조선 | Apparatus for keel block height measuring |
| CN203740106U (en) * | 2014-01-26 | 2014-07-30 | 中国海洋石油总公司 | Cup support with adjustable height |
| CN204110338U (en) * | 2014-08-21 | 2015-01-21 | 青岛造船厂有限公司 | Adjustable height docking block peculiar to vessel |
| CN105644737A (en) * | 2016-01-08 | 2016-06-08 | 招商局重工（江苏）有限公司 | Adjustable pier |
| CN106494588A (en) * | 2016-11-25 | 2017-03-15 | 沪东中华造船(集团)有限公司 | A kind of adjustable line style docking block suitable under various working |
-
2019
- 2019-07-15 CN CN201910634711.7A patent/CN110510079B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200967550Y (en) * | 2006-11-24 | 2007-10-31 | 上海外高桥造船有限公司 | Lifting dock block |
| CN201793001U (en) * | 2010-08-06 | 2011-04-13 | 上海船厂船舶有限公司 | Dock block capable of being jacked up |
| KR101373998B1 (en) * | 2012-09-19 | 2014-03-12 | 주식회사 현대미포조선 | Apparatus for keel block height measuring |
| CN203740106U (en) * | 2014-01-26 | 2014-07-30 | 中国海洋石油总公司 | Cup support with adjustable height |
| CN204110338U (en) * | 2014-08-21 | 2015-01-21 | 青岛造船厂有限公司 | Adjustable height docking block peculiar to vessel |
| CN105644737A (en) * | 2016-01-08 | 2016-06-08 | 招商局重工（江苏）有限公司 | Adjustable pier |
| CN106494588A (en) * | 2016-11-25 | 2017-03-15 | 沪东中华造船(集团)有限公司 | A kind of adjustable line style docking block suitable under various working |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112550617A (en) * | 2020-12-04 | 2021-03-26 | 沪东中华造船(集团)有限公司 | Method for fixing anti-skid channel steel at bottom of ship launching |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110510079B (en) | 2021-09-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6769839B2 (en) | Stern-on mooring boat lift | |
| US9725147B2 (en) | Thruster system and vessel including the same | |
| KR100932050B1 (en) | Barge with reinforced longitudinal strength | |
| CN110510079A (en) | A kind of building berth antisliding apparatus | |
| GB2191458A (en) | Semi-submersible crane vessel | |
| WO2001070616A1 (en) | Load transfer system | |
| AU2001244879A1 (en) | Load transfer system | |
| US8181588B2 (en) | Automatic reversing-reposition rocker arm | |
| CN107600307A (en) | Oil carrier | |
| CN208993868U (en) | A kind of lashing bridge of the container ship with superstructure integrated design | |
| CN108945314B (en) | Cargo hold area structure of oil supply ship | |
| CN108045966A (en) | A kind of intelligent screw-thread steel straightening discharge bracket | |
| US3892195A (en) | Watercraft coupling system | |
| US3271964A (en) | Method of operating a submersible barge for submarine operations | |
| CN108657371A (en) | A kind of ship stem structure and its design method | |
| CN111361689B (en) | Ship with a detachable cover | |
| US5527132A (en) | Anti-surge method and apparatus for offshore structures | |
| KR102065268B1 (en) | Barge with fixed and lifting device | |
| CN208053562U (en) | Supporting rack peculiar to vessel and ballast tank transverse bulkhead assembly comprising it | |
| US3659545A (en) | Outrigger for mooring a water vehicle | |
| JP2019151324A (en) | Supporting structure of object in vessel | |
| CN212077949U (en) | Floating pile stabilizing ship | |
| KR100616112B1 (en) | Method and device for coupling a vessel to another vessel or to a structure | |
| KR20160038377A (en) | Floating structure | |
| CN116513366A (en) | Ship cargo hold structure and ship |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |