CN204567999U - Bridge train heavy has thrown anchor-hold - Google Patents
Bridge train heavy has thrown anchor-hold Download PDFInfo
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- CN204567999U CN204567999U CN201420791461.0U CN201420791461U CN204567999U CN 204567999 U CN204567999 U CN 204567999U CN 201420791461 U CN201420791461 U CN 201420791461U CN 204567999 U CN204567999 U CN 204567999U
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- suspension bracket
- anchor
- bearing
- shape suspension
- hinged
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Abstract
The utility model discloses a kind of bridge train heavy and thrown anchor-hold, comprise collapsible digonal link, A shape suspension bracket, adjustment pull bar; Collapsible digonal link one end is hinged by the bearing on bearing pin and boat body deck, and the other end is connected with the upper beam of A shape suspension bracket; The lower end of A shape suspension bracket is hinged by the bearing on bearing pin and boat body; The lower end of adjustment pull bar is hinged by the bearing on bearing pin and boat body, and upper end hangs on the link of A shape suspension bracket.The utility model is swept advantage and is: supporting structure is assembled by removable rod member, and dismounting, maintenance, replacing are conveniently; Anchor can be retracted on boat bow stern end deck; During off working state, collapsible withdrawal, occupies little space.
Description
Technical field
The utility model relates to a kind of bridge train heavy and has thrown anchor-hold.
Background technology
In adaptation the bridge of boats of low flow velocity join anchor size and weight less, be easy to manpower and thrown and deposited.But for overcoming the bridge train heavy in high flow rate river, anchor need provide enough grip to balance the larger water resistance suffered by the bridge of boats, its oad strengthens, weight also increases, manpower cannot be adopted to carry out throwing rise and deposit manipulation, need design a kind of throwing anchor-hold specially to complete throwing and to weigh anchor action, bridge of boats travelling position can not exceed height dimension gauge simultaneously.
Summary of the invention
The utility model, for solving the problem, provides that a kind of structure is simple, easy for installation, operation and to deposit conversion quick, the anchor of large-size used for bridge train heavy, weight can be carried out a throwings operation, and anchor can be received the device on stem deck.
The utility model is achieved through the following technical solutions:
Bridge train heavy has been thrown anchor-hold and has been comprised collapsible digonal link, A shape suspension bracket, adjustment pull bar.Collapsible digonal link one end is hinged by the bearing on bearing pin and boat body deck, and the other end is connected with the upper beam of A shape suspension bracket; The lower end of A shape suspension bracket is hinged by the bearing on bearing pin and boat body, and collapsible digonal link and A shape suspension bracket form triangle stabilizing stand.A shape suspension bracket top arranges pulley with by anchor rete cord.
Collapsible digonal link is two secondary for being laterally arranged side by side, and often secondaryly to be formed by two connecting panel ream of bearing pin and band is hinged by two short rods, and two short rods realize folding by the hinging pin shaft of two on connecting panel.
The lower end of adjustment pull bar is hinged by the bearing on bearing pin and boat body, and upper end hangs on the link in the middle part of A shape suspension bracket, ensures A shape suspension bracket by anchor rete cord to stablizing in boat during the pulling force of direction.
The utility model has following advantage and effect: 1, supporting structure is assembled by removable rod member, and dismounting, maintenance, replacing are conveniently; 2, anchor can be retracted on boat bow stern end deck; 3, during off working state, collapsible withdrawal, occupies little space.
Accompanying drawing explanation
Accompanying drawing 1 is that the utility model bridge train heavy has thrown anchor-hold schematic diagram;
Accompanying drawing 2 is left views of accompanying drawing 1;
Accompanying drawing 3 is that the utility model bridge train heavy throws the support-folding storage configuration figure that weighs anchor.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Figure 1, bridge train heavy of the present utility model thrown anchor-hold comprise collapsible digonal link 1, A shape suspension bracket 3, adjustment pull bar 8.Collapsible digonal link 1 one end is hinged by the bearing 5 on bearing pin and boat body deck, and the other end is connected with the upper beam of A shape suspension bracket 3; The lower end of A shape suspension bracket 3 is hinged by the bearing 6 on bearing pin and boat body, and collapsible digonal link 1 forms triangle stabilizing stand with A shape suspension bracket 3.A shape suspension bracket 3 top arranges pulley 4 with by anchor rete cord.Anchor rete cord two ends connect anchor and deck anchor capstan tool respectively, ensure the realization of throwing process of weighing anchor by this pulley.
Collapsible digonal link 1 is two pairs that are laterally arranged side by side, every pair is formed by the two connecting panel 2 reamed of bearing pin and band is hinged by two short rods, two short rods realize folding by the hinging pin shaft of two on connecting panel 2, thus ensure that having thrown anchor-hold height dimension is in a non-operative state no more than transport gauge.
The lower end of adjustment pull bar 8 is hinged by the bearing 7 on bearing pin and boat body, and upper end hangs on the link in the middle part of A shape suspension bracket 3, ensures that A shape suspension bracket 3 is stablized to keep it to straining A shape suspension bracket 3 in boat during the pulling force of direction by anchor rete cord.
Claims (3)
1. bridge train heavy has thrown anchor-hold, it is characterized in that: comprise collapsible digonal link (1), A shape suspension bracket (3), adjustment pull bar (8); Collapsible digonal link (1) one end is hinged by the bearing (5) on bearing pin and boat body deck, and the other end is connected with the upper beam of A shape suspension bracket (3); The lower end of A shape suspension bracket (3) is hinged by the bearing (6) on bearing pin and boat body; The lower end of adjustment pull bar (8) is hinged by the bearing (7) on bearing pin and boat body, and upper end hangs on the link of A shape suspension bracket (3).
2. bridge train heavy according to claim 1 has thrown anchor-hold, it is characterized in that: described collapsible digonal link (1) is laterally arranged side by side two secondary, every secondary hinged with two connecting panel (2) that reams by bearing pin by two short rods.
3. bridge train heavy according to claim 1 has thrown anchor-hold, it is characterized in that: described A shape suspension bracket (2) upper end is provided with the pulley by throwing cable wire of weighing anchor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420791461.0U CN204567999U (en) | 2014-12-16 | 2014-12-16 | Bridge train heavy has thrown anchor-hold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420791461.0U CN204567999U (en) | 2014-12-16 | 2014-12-16 | Bridge train heavy has thrown anchor-hold |
Publications (1)
Publication Number | Publication Date |
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CN204567999U true CN204567999U (en) | 2015-08-19 |
Family
ID=53860673
Family Applications (1)
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CN201420791461.0U Active CN204567999U (en) | 2014-12-16 | 2014-12-16 | Bridge train heavy has thrown anchor-hold |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106985973A (en) * | 2017-03-10 | 2017-07-28 | 浙江省工程勘察院 | A kind of marine site probing sand anchor and cast anchor and the method that weighs anchor |
CN107697230A (en) * | 2017-09-01 | 2018-02-16 | 中交第航务工程局有限公司 | A kind of anchorage regardless prestretching anchoring method |
CN110001868A (en) * | 2019-03-19 | 2019-07-12 | 江苏亚星锚链股份有限公司 | A kind of the fishing anchor coil apparatus and its application method of seabed fishing anchor |
-
2014
- 2014-12-16 CN CN201420791461.0U patent/CN204567999U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106985973A (en) * | 2017-03-10 | 2017-07-28 | 浙江省工程勘察院 | A kind of marine site probing sand anchor and cast anchor and the method that weighs anchor |
CN106985973B (en) * | 2017-03-10 | 2019-04-26 | 浙江省工程勘察院 | A kind of sea area probing sand anchor cast anchor and the method that weighs anchor |
CN107697230A (en) * | 2017-09-01 | 2018-02-16 | 中交第航务工程局有限公司 | A kind of anchorage regardless prestretching anchoring method |
CN110001868A (en) * | 2019-03-19 | 2019-07-12 | 江苏亚星锚链股份有限公司 | A kind of the fishing anchor coil apparatus and its application method of seabed fishing anchor |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 430223 Sunshine Avenue, Jiangxia District, Wuhan, Hubei Province, No. 5 Patentee after: China Shipbuilding Heavy Industry Group emergency warning and rescue equipment Limited by Share Ltd Address before: 430223 Sunshine Avenue, Jiangxia District, Wuhan, Hubei Province, No. 5 Patentee before: Hubei China Harzone Industry Corp., Ltd. |
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CP01 | Change in the name or title of a patent holder |