CN207017216U - A kind of buoyancy tank stopping means - Google Patents

A kind of buoyancy tank stopping means Download PDF

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Publication number
CN207017216U
CN207017216U CN201720960025.5U CN201720960025U CN207017216U CN 207017216 U CN207017216 U CN 207017216U CN 201720960025 U CN201720960025 U CN 201720960025U CN 207017216 U CN207017216 U CN 207017216U
Authority
CN
China
Prior art keywords
buoyancy tank
chute
stopping means
guide slide
fixed dam
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
Application number
CN201720960025.5U
Other languages
Chinese (zh)
Inventor
张克胜
张良
张增文
刘志峰
杜云峰
王海清
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Exchange Fourth Highway Engineering Bureau Co Ltd International Engineering Branch
CCCC Fourth Highway Engineering Co Ltd
Original Assignee
China Exchange Fourth Highway Engineering Bureau Co Ltd International Engineering Branch
CCCC Fourth Highway Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Exchange Fourth Highway Engineering Bureau Co Ltd International Engineering Branch, CCCC Fourth Highway Engineering Co Ltd filed Critical China Exchange Fourth Highway Engineering Bureau Co Ltd International Engineering Branch
Priority to CN201720960025.5U priority Critical patent/CN207017216U/en
Application granted granted Critical
Publication of CN207017216U publication Critical patent/CN207017216U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model belongs to floating wharf technical field, a kind of more particularly to buoyancy tank stopping means, including the raised guide slide for being connected with floating wharf support frame and for vertically moving chute with what floating wharf buoyancy tank was connected, the raised guide slide is cuboid structure, the chute that vertically moves is fluted body structure, the chute that vertically moves is slidably connected with the raised guide slide, and buoyancy tank can be made in SEA LEVEL VARIATION along the freely activity, and limit buoyancy tank and move horizontally of fluctuation in stage direction.The utility model is simple in construction, processes, be easy for installation, having higher security, stability and durability, and buoyancy tank can be made to bear mass-flow impact.

Description

A kind of buoyancy tank stopping means
Technical field
The utility model belongs to floating wharf technical field, more particularly to a kind of buoyancy tank stopping means.
Background technology
Floating wharf buoyancy tank of the prior art more using strut system or throw outer anchor, be to pull in the form of progress it is spacing and with drawing Bridging connects.But it is big for water impact, bridge floor load is big, and the waters that barge container hits risk, the connected mode be present Then it is difficult to meet stability and requirement.
Utility model content
In order to solve the above technical problems, the purpose of this utility model, which is to provide one kind, can ensure buoyancy tank durability and stability Buoyancy tank stopping means.
The utility model provides a kind of buoyancy tank stopping means, including the projection for being connected with floating wharf support frame is oriented to Slideway and the chute that vertically moves for being connected with floating wharf buoyancy tank, raised guide slide is cuboid structure, vertically moves cunning Groove is fluted body structure, vertically moves chute and is slidably connected with raised guide slide, and buoyancy tank can be made in SEA LEVEL VARIATION along water level Lift direction freely activity, and limit buoyancy tank and move horizontally.
Further, vertically move in chute, preventing rubber pad is provided with the inwall that raised guide slide is slidably connected.
Further, preventing rubber pad is fixedly connected by bolt with vertically moving the inwall of chute.
Further, raised guide slide welds with support frame.
Further, vertically move chute and include chute, for the first fixed dam for being fixedly connected with buoyancy tank and be used for The second fixed dam of chute is formed, the second fixed dam is detachably connected with the first fixed dam.
Further, the second fixed dam is connected with reinforcement backwards to the one side of chute, and reinforcement has orthogonal Two right-angle sides and the arc-shaped side being connected with right-angle side, wherein a right-angle side is fixedly connected with the second fixed dam, Ling Yizhi The arm of angle is detachably connected by bolt and the first fixed dam.
Further, support frame forms network structure by three root posts and more connecting rods, and its section is triangle.
Further, raised guide slide is connected between two adjacent upright by connecting plate.
By such scheme, the buoyancy tank stopping means is simple in construction, processing, it is easy for installation, have higher security, Stability and durability, buoyancy tank can be made to bear mass-flow impact.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model Art means, and being practiced according to the content of specification, with preferred embodiment of the present utility model and coordinate accompanying drawing detailed below Describe in detail bright as after.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model buoyancy tank stopping means projection guide slide;
Fig. 2 is the structural representation that the utility model buoyancy tank stopping means vertically moves chute.
Embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is described in further detail.Below Embodiment is used to illustrate the utility model, but is not limited to the scope of the utility model.
Join shown in Fig. 1 and Fig. 2, present embodiments provide a kind of buoyancy tank stopping means, including for floating wharf support frame 3 The raised guide slide 1 of connection and the chute that vertically moves for being connected with floating wharf buoyancy tank 4, raised guide slide 1 are rectangle Body structure, it is fluted body structure to vertically move chute, vertically moves chute and is slidably connected with raised guide slide 1, can be in water level Buoyancy tank 4 is set, in SEA LEVEL VARIATION, to be vertically moved along the freely activity, and limit buoyancy tank 4 and move horizontally of fluctuation in stage direction during change Chute can move in the vertical direction buoyancy tank 4 under the guide effect of raised guide slide 1, to adapt to the change of water level.
The buoyancy tank limit device structure that the present embodiment provides is simple, processes, be easy for installation, with higher security, surely Qualitative and durability, buoyancy tank can be made to bear mass-flow impact.
In the present embodiment, vertically move in chute, the inwall being slidably connected with raised guide slide 1 is prevented provided with rubber Protection pad 25, raised guide slide 1 can be played a very good protection by preventing rubber pad 25.
In the present embodiment, preventing rubber pad 25 is fixedly connected by bolt 26 with vertically moving the inwall of chute, connection It is convenient, it is conveniently replaceable.
In the present embodiment, raised guide slide 1 consolidates connection with support frame 3 by welding.
In the present embodiment, vertically moving chute includes chute 21, the first fixed dam for being fixedly connected with buoyancy tank 4 22 and for forming the second fixed dam 23 of chute 21, the second fixed dam 23 is detachably connected with the first fixed dam 22, Facilitate removal to vertically move chute and maintaining or replacing are carried out to buoyancy tank.First fixed dam 22 can be by being welded on buoyancy tank Base be fixedly connected with buoyancy tank.
In the present embodiment, the second fixed dam 23 is connected with reinforcement 24 backwards to the one side of chute 21, and reinforcement 24 has There are orthogonal two right-angle sides and the arc-shaped side being connected with right-angle side, wherein a right-angle side and the second fixed dam 23 are solid Fixed connection, another right-angle side are detachably connected by bolt and the first fixed dam 22.Fixed and kept off to second by reinforcement 24 Plate 23, which is supported, can improve the steadiness and security that vertically move chute.
In the present embodiment, support frame 3 forms network structure by three root posts 31 and more connecting rods, and its section is triangle Shape, it is possible to provide stable support.
In the present embodiment, raised guide slide 1 is connected between two adjacent upright by connecting plate 32.
In the present embodiment, buoyancy tank is steel buoyancy tank, inside sets multiple seal hatch, it is possible to provide stable buoyancy, buoyancy tank side Provided with for mooring ship being to pull stake.
The buoyancy tank stopping means that the present embodiment provides has the following technical effect that:
1) device can bear wind speed 23m/s, current 1.5m/s, 7 degree of earthquake load natural conditions under 1000 tonnes Barge and buoyancy tank act on load thereon.
2) device is in the accessible part of slideway and chute by setting rubber protection pad, improve device durability and Stability.
3) make the installation of buoyancy tank, dismounting more convenient by the device, if buoyancy tank needs to shift maintenance, dismantle removable Hull is set to translate out triangular support bracket after unloading part.
4) device not only meets that buoyancy tank freely up and down floats with water level, and can effectively limit buoyancy tank in the horizontal direction It is mobile, improve the stability of operation.
Described above is only preferred embodiment of the present utility model, is not limited to the utility model, it is noted that For those skilled in the art, on the premise of the utility model technical principle is not departed from, can also do Go out some improvement and modification, these improvement and modification also should be regarded as the scope of protection of the utility model.

Claims (8)

  1. A kind of 1. buoyancy tank stopping means, it is characterised in that including the raised guide slide for being connected with floating wharf support frame and For the chute that vertically moves being connected with floating wharf buoyancy tank, the raised guide slide is cuboid structure, described to vertically move Chute is fluted body structure, and the chute that vertically moves is slidably connected with the raised guide slide, can make in SEA LEVEL VARIATION Buoyancy tank is freely movable along fluctuation in stage direction, and limits buoyancy tank and move horizontally.
  2. A kind of 2. buoyancy tank stopping means according to claim 1, it is characterised in that it is described to vertically move in chute, with institute State the inwall that raised guide slide is slidably connected and be provided with preventing rubber pad.
  3. A kind of 3. buoyancy tank stopping means according to claim 2, it is characterised in that the preventing rubber pad by bolt with The inwall for vertically moving chute is fixedly connected.
  4. 4. a kind of buoyancy tank stopping means according to claim 1, it is characterised in that the raised guide slide and the branch Support welds.
  5. 5. a kind of buoyancy tank stopping means according to claim 1, it is characterised in that the chute that vertically moves includes sliding Groove, the second fixed dam for the first fixed dam for being fixedly connected with buoyancy tank and for forming the chute, described second Fixed dam is detachably connected with first fixed dam.
  6. 6. a kind of buoyancy tank stopping means according to claim 5, it is characterised in that second fixed dam is backwards to described The one side of chute is connected with reinforcement, and the reinforcement has orthogonal two right-angle sides and is connected with the right-angle side One arc-shaped side, wherein a right-angle side is fixedly connected with second fixed dam, another right-angle side passes through bolt and described first Fixed dam is detachably connected.
  7. 7. a kind of buoyancy tank stopping means according to claim 1, it is characterised in that support frame as described above is by three root posts and more Root connecting rod forms network structure, and its section is triangle.
  8. 8. a kind of buoyancy tank stopping means according to claim 7, it is characterised in that the raised guide slide passes through connection Plate is connected between two adjacent upright.
CN201720960025.5U 2017-08-03 2017-08-03 A kind of buoyancy tank stopping means Expired - Fee Related CN207017216U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720960025.5U CN207017216U (en) 2017-08-03 2017-08-03 A kind of buoyancy tank stopping means

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720960025.5U CN207017216U (en) 2017-08-03 2017-08-03 A kind of buoyancy tank stopping means

Publications (1)

Publication Number Publication Date
CN207017216U true CN207017216U (en) 2018-02-16

Family

ID=61477660

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720960025.5U Expired - Fee Related CN207017216U (en) 2017-08-03 2017-08-03 A kind of buoyancy tank stopping means

Country Status (1)

Country Link
CN (1) CN207017216U (en)

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GR01 Patent grant
GR01 Patent grant
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: 20180216

Termination date: 20200803