CN106522081B - Unloading access bridge - Google Patents
Unloading access bridge Download PDFInfo
- Publication number
- CN106522081B CN106522081B CN201611197103.7A CN201611197103A CN106522081B CN 106522081 B CN106522081 B CN 106522081B CN 201611197103 A CN201611197103 A CN 201611197103A CN 106522081 B CN106522081 B CN 106522081B
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- bridge
- unloading
- column
- bridge floor
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/24—Bridges or similar structures, based on land or on a fixed structure and designed to give access to ships or other floating structures
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/002—Ferrous alloys, e.g. steel alloys containing In, Mg, or other elements not provided for in one single group C22C38/001 - C22C38/60
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/02—Ferrous alloys, e.g. steel alloys containing silicon
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/04—Ferrous alloys, e.g. steel alloys containing manganese
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/06—Ferrous alloys, e.g. steel alloys containing aluminium
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/08—Ferrous alloys, e.g. steel alloys containing nickel
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/12—Ferrous alloys, e.g. steel alloys containing tungsten, tantalum, molybdenum, vanadium, or niobium
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/14—Ferrous alloys, e.g. steel alloys containing titanium or zirconium
-
- C—CHEMISTRY; METALLURGY
- C22—METALLURGY; FERROUS OR NON-FERROUS ALLOYS; TREATMENT OF ALLOYS OR NON-FERROUS METALS
- C22C—ALLOYS
- C22C38/00—Ferrous alloys, e.g. steel alloys
- C22C38/18—Ferrous alloys, e.g. steel alloys containing chromium
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Materials Engineering (AREA)
- Mechanical Engineering (AREA)
- Metallurgy (AREA)
- Organic Chemistry (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A kind of unloading access bridge, the bridge floor supported including bridge pier, by the bridge pier, and it is arranged on the carrier unit of at least one lorry channel of formation on the bridge floor, the carrier unit include the column vertical with bridge floor, be used to support the brace of column and on the outside of bridge floor unloading gear frame, it is separated by scheduled distance between two neighboring column, the brace is arranged on the front and rear sides of the column, and the unloading gear frame is fixed on the bridge floor and is fixedly connected with the carrier unit.The present invention has the advantages that will not shake during handling goods, cargo can more accurately be transferred to it is in container and also can allow simultaneously greater number of lorry handling goods, it is more efficient.
Description
Technical field
The present invention relates to handling goods ancillary equipment field, especially a kind of unloading access bridges.
Background technology
At present, harbour carry out cargo handling mainly utilize is landing stage, landing stage is a kind of rectangle of unpowered device
Flatboat is typically secured to bank, as floating wharf, for handling goods or for above and below pedestrian, landing stage is used as floating wharf
The advantages of be, another harbour can be moved to from a harbour at any time, it is flexible to use comparison；But in reality
During use, also there are following problems：It is to rest in bank by buoyancy so as to fulfill cargo is unloaded since landing stage is ship,
Therefore, when the lorry of load-carrying travels on it, landing stage is easily floated, not firm enough so as to which lorry be caused also to shake therewith, is unloaded
Will result in cargo when goods can not accurately be discharged into corresponding container, cumbersome；In addition, since landing stage is easily floated
It is dynamic, when unloading cargo every time, it is necessary to which otherwise the quantity of lorry that stringent control is unloaded on landing stage simultaneously be easy to cause play
Strong shaking seriously affects unloading, thus, which the efficiency of unloading is with regard to very low.
Invention content
In order to overcome the above problem, the present invention provides a kind of will not shake during unloading, cargo to society can be more
Add accurately being transferred in container and can allow the unloading of greater number of lorry, more efficient unloading simultaneously
Access bridge.
The technical scheme is that：A kind of unloading access bridge is provided, the bridge floor supported including bridge pier, by the bridge pier, with
And the carrier unit of at least one lorry channel of formation on the bridge floor is arranged on, the carrier unit includes vertical with bridge floor
Column, be used to support the brace of column and the unloading gear frame on the outside of bridge floor, be separated by between two neighboring column predetermined
Distance, the brace is arranged on the front and rear sides of the column, the unloading gear frame be fixed on the bridge floor and with it is described
Carrier unit is fixedly connected.
As improvement of the present invention, column fixed transverse rod is further included, the column fixed transverse rod is adjacent for connecting
Two root posts, and positioned at the top of column.
As improvement of the present invention, bridge pier fixed link is further included, the bridge pier fixed link is used to connect adjacent two
Bridge pier.
As improvement of the present invention, the bridge floor is separated by scheduled distance by a plurality of square steel and is composed.
As improvement of the present invention, outside bridge pier setting is stretched out on the outside of the bridge floor.
As improvement of the present invention, the unloading gear frame is made of following components in parts by weight：600-900 parts of Fe,
40-80 parts of C, 20-45 parts of Si, 5-10 parts of Mn, 4-16 parts of Ni, 5-10 parts of Mo, 5-15 parts of Cr, 5-10 parts of V, Ti 2-
20-40 parts of 12 parts, 2-12 parts of Re and Al.
As improvement of the present invention, the unloading gear frame is made of following components in parts by weight：650-850 parts of Fe,
45-75 parts of C, 25-40 parts of Si, 6-9 parts of Mn, 6-14 parts of Ni, 6-9 parts of Mo, 7-13 parts of Cr, 6-9 parts of V, Ti 4-10
23-37 parts of part, 4-10 parts of Re and Al.
As improvement of the present invention, the unloading gear frame is made of following components in parts by weight：700-800 parts of Fe,
50-70 parts of C, 30-35 parts of Si, 7-8 parts of Mn, 8-12 parts of Ni, 7-8 parts of Mo, 9-11 parts of Cr, 7-8 parts of V, 6-8 parts of Ti,
6-8 parts of Re and 26-34 parts of Al.
The present invention due to include bridge pier, the bridge floor supported by the bridge pier and be arranged on the bridge floor formed to
The carrier unit of a few lorry channel, the carrier unit includes the column vertical with bridge floor, the brace that is used to support column,
And the unloading on the outside of bridge floor keeps off frame, and scheduled distance is separated by between two neighboring column, the brace is arranged on described
The front and rear sides of column, the unloading gear frame are fixed on the bridge floor and are fixedly connected with the carrier unit；The present invention exists
In use, the access bridge of the present invention is fixed on harbour bank, wherein, the outside of bridge floor is set far from harbour bank, the bridge pier
Go deep into seabed, so as to play the role of the entire access bridge of support, in terms of existing technologies, bridge floor will not for the access bridge in the present invention
There is situation about shaking, moreover, because the carrier unit is formed at least one lorry channel, therefore, can be carried out at the same time
The unloading of several lorries, unloading it is more efficient, lorry traveling is also safer on bridge, simultaneously because access bridge is fixed,
Cargo can be more accurately put in container when therefore unloading.Therefore, it will not shake when the present invention has unloading
, cargo can more accurately be transferred in container and can allow the unloading of greater number of lorry, effect simultaneously
The advantages of rate higher.
Description of the drawings
Shown in FIG. 1 is the overall structure diagram of the present invention.
Fig. 2 is the vertical view of Fig. 1.
Specific embodiment
In the description of the present invention, it is to be understood that " " center ", " on " in term, " under ", "front", "rear", " left side ",
The orientation or position relationship of instructions such as " right sides " are based on orientation shown in the drawings or position relationship, are for only for ease of and describe this hair
It is bright to have specific orientation, with the device for simplifying description rather than instruction or hint meaning or element with specific orientation
Construction and operation, therefore be not considered as limiting the invention.In addition, term " first ", " second " are only used for description purpose,
And it is not intended that instruction or hint relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation " " connects
Connect ", " connected " should be interpreted broadly, for example, it may be being fixedly connected or dismantling connection or being integrally connected；It can be with
It is mechanical connection or electrical connection；It can be directly connected or be indirectly connected by intermediary, Ke Yishi
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
The concrete meaning of invention.In addition, in the description of the present invention, unless otherwise indicated, " multiple ", " several " be meant that two or
It is more than two.
Referring first to Fig. 1 to Fig. 2, what Fig. 1 to Fig. 2 was disclosed is a kind of unloading access bridge, including bridge pier 1, by 1, the bridge pier
The bridge floor 2 of support and the carrier unit 4 of at least one lorry channel 3 of formation being arranged on the bridge floor 2, the stent list
Member 4 include the column 41 vertical with bridge floor, be used to support the brace 42 of column 41 and on the outside of bridge floor unloading gear frame
43, it is separated by scheduled distance between two neighboring column 41, the brace 42 is arranged on the front and rear sides of the column 41, institute
Unloading gear frame 43 is stated to be fixedly connected with the brace 42；In the present invention, shown carrier unit 4 includes five root posts 41, described vertical
Column 41 is set on same straight line, and every column 41 is provided with brace 42, and the brace 42 is provided in the column
41 front and rear sides, it is preferable that the every column 41 is equipped with four braces 42 in the present invention, respectively before column 41
Have two, behind have two, and the angle of inclination of two braces 42 of homonymy is different, in the present invention, five 41 shapes of column
Into there are four lorry channels 3, in the end of lorry channel 3, frame 43 is kept off equipped with unloading, the unloading gear frame 43 is fixed on bridge floor 2
Above and with the carrier unit 4 it is fixedly connected, it is described to unload when lorry, which is travelled to the end of lorry channel 3, is unloaded
The rear platform that goods gear frame 43 can limit lorry continues, toward rear-inclined, to prevent because the cargo of lorry rear platform is overweight so as to play,
Lorry plants happening into seabed when unloading, and plays the role of protecting lorry so that unloading is safer；The present invention is using
When, the access bridge in the present invention is first fixed on harbour bank, specifically, be that will be set on the outside of bridge floor towards sea, and far from branch
The side of frame unit 4 is fixedly connected then towards harbour bank with harbour bank, meanwhile, the bridge pier 1 is goed deep into seabed and is consolidated
Fixed, so as to play the role of the entire access bridge of support, in this way, when needing to unload cargo, lorry then can be achieved by lorry channel 3
Unloading, in terms of existing technologies, when lorry on lorry channel 3 when driving, the present invention in access bridge be not in float
Or situation about shaking, lorry can travel more safely on bridge floor, and be in unloading can be more accurately by goods
Object unloads, and situation to except container is unloaded without cargo, meanwhile, in the present invention, the carrier unit 4 is equipped at least
One lorry channel 3, can be carried out at the same time the unloading of more lorries in this way, unloading it is more efficient.
In the present invention, it is preferred that further include column fixed transverse rod 410, the column fixed transverse rod 410 is adjacent for connecting
Two root posts 41, and positioned at column 41 top, the column fixed transverse rod 410 all columns are connected to be formed it is whole
Body is conducive to improve in this way the stability and fastness of column 41.
In the present invention, it is preferred that further include bridge pier fixed link 10, the bridge pier fixed link 10 is used to connect adjacent two
All bridge piers 1 are connected into the netted of entirety by bridge pier, the bridge pier fixed link 10, are conducive to improve the stabilization of bridge pier 1
Property and fastness, the weight that bridge floor entire in this way can be held can also be promoted..
In the present invention, it is preferred that the bridge floor 2 is separated by scheduled distance by a plurality of square steel and is composed, per adjacent
Two square steel 21 between form gap 20, in the present embodiment, it is preferred that the gap 20 is perpendicular with lorry travel direction
, it is such to be advantageous in that, in lorry driving process, when the soil or dust delivered on lorry is when falling when on bridge floor 2,
Just it is directly fallen into the sea by gap 20, can prevent from accumulating excessive soil on bridge floor 2 in this way so as to influence the traveling of lorry.
In the present invention, it is preferred that outside bridge pier 1 is stretched out on the outside of the bridge floor and is set；It is such to be advantageous in that, work as unloading
When, the ship of loading can partly be located under bridge floor 2 when by access bridge, it is more accurate to be conducive to unloading in this way.
In the present invention, the unloading gear frame 43 is made of following components in parts by weight：600-900 parts of Fe, C 40-80
Part, 20-45 parts of Si, 5-10 parts of Mn, 4-16 parts of Ni, 5-10 parts of Mo, 5-15 parts of Cr, 5-10 parts of V, 2-12 parts of Ti, Re
2-12 parts and 20-40 parts of Al.
Wherein, in the present invention, used Ti is light-weight, intensity is high, tool metallic luster, and moisture-proof chlorine corrosion is strong
Degree is located at first of metal, in the present invention, is added to Ti, can greatly improve the intensity of alloy.
In the present invention, the addition of used Mn, Al in the alloy, are conducive to improve the toughness of alloy.
In the present invention, used Si, Ni, Mo, Cr addition in the alloy, is conducive to improve the wearability of alloy.
Specifically, in the present invention, the component of the unloading gear frame 43 has following several embodiments：
Embodiment 1
The unloading gear frame 43 is made of following components in parts by weight：600 parts of Fe, 40 parts of C, 20 parts of Si, Mn 5
Part, 4 parts of Ni, 5 parts of Mo, 5 parts of Cr, 5 parts of V, 2 parts of Ti, 2 parts of Re and 20 parts of Al.
Embodiment 2
The unloading gear frame 43 is made of following components in parts by weight：650 parts of Fe, 45 parts of C, 25 parts of Si, Mn 6
Part, 6 parts of Ni, 6 parts of Mo, 7 parts of Cr, 6 parts of V, 4 parts of Ti, 4 parts of Re and 23 parts of Al.
Embodiment 3
The unloading gear frame 43 is made of following components in parts by weight：700 parts of Fe, 50 parts of C, 30 parts of Si, Mn 7
Part, 8 parts of Ni, 7 parts of Mo, 9 parts of Cr, 7 parts of V, 6 parts of Ti, 6 parts of Re and 26 parts of Al.
Embodiment 4
The unloading gear frame 43 is made of following components in parts by weight：800 parts of Fe, 70 parts of C, 35 parts of Si, Mn 8
Part, 12 parts of Ni, 8 parts of Mo, 11 parts of Cr, 8 parts of V, 8 parts of Ti, 8 parts of Re and 34 parts of Al.
Embodiment 5
The unloading gear frame 43 is made of following components in parts by weight：850 parts of Fe, 75 parts of C, 40 parts of Si, Mn 9
Part, 14 parts of Ni, 9 parts of Mo, 13 parts of Cr, 9 parts of V, 10 parts of Ti, 10 parts of Re and 37 parts of Al.
Embodiment 6
The unloading gear frame 43 is made of following components in parts by weight：900 parts of Fe, 80 parts of C, 45 parts of Si, Mn 10
Part, 16 parts of Ni, 10 parts of Mo, 15 parts of Cr, 10 parts of V, 12 parts of Ti, 12 parts of Re and 40 parts of Al.
Mechanics Performance Testing will be carried out according to unloading gear frame made of the component in the various embodiments described above respectively；
First, the test of intensity
Sample made in control group 1 and embodiment 1 to 6 is carried out to the test of intensity, specifically, imposing on sample
Pressure records specific stress corresponding when it is deformed upon, then is compression strength, shown in table 1 specific as follows：
| Test group | Compression strength（MPa） |
| Control group 1 | 852 |
| Embodiment 1 | 1080 |
| Embodiment 3 | 1100 |
| Embodiment 3 | 1180 |
| Embodiment 4 | 1268 |
| Embodiment 5 | 1300 |
| Embodiment 6 | 1350 |
Test result analysis：
As seen from the above table, the compression strength of 1 sample of control group is minimum, and the compression strength of 6 sample of embodiment is maximum, moreover,
The compression strength of embodiment 1 to 6 sample of embodiment is both greater than the compression strength of control group 1, it follows that according in the present invention
The compression strength of sample made from embodiment 1 to 6 is more preferable to control group 1.
For 1 to 6 sample of comparing embodiment it is found that from embodiment 1 to 6, the compression strength of sample is in incremental trend again.It can
See, the present invention in, the impact strength of sample is related with the content of each component in sample, meanwhile, compression strength is bigger, sample it is strong
Degree is better.
2nd, the test of toughness
Respectively impact force, the stress that record sample is born before fractureing, table 2 specific as follows are imposed on to 1 to 6 sample of embodiment
It is shown：
| Test group | Impact strength（MPa） |
| Control group 2 | 900 |
| Embodiment 1 | 1200 |
| Embodiment 2 | 1230 |
| Embodiment 3 | 1320 |
| Embodiment 4 | 1410 |
| Embodiment 5 | 1500 |
| Embodiment 6 | 1610 |
Test result analysis：
As seen from the above table, the impact strength of 2 sample of control group is minimum, and the impact strength of 6 sample of embodiment is maximum, moreover,
The impact strength of embodiment 1 to 6 sample of embodiment is both greater than the impact strength of control group 1, it follows that according in the present invention
The impact strength of sample made from embodiment 1 to 6 is more preferable than control sample 2.
For 1 to 6 sample of comparing embodiment it is found that from embodiment 1 to 6, the impact strength of sample is in incremental trend again.It can
Seeing, in the present invention, the impact strength of sample is related with the content of each component in sample, meanwhile, impact strength is bigger, sample
Toughness is better.
3rd, the test of wearability
Control sample 3,1 to 6 sample of embodiment are subjected to wearability test, specifically, i.e., used sample in access bridge,
Using three months under same external environment condition, the degree of wear of sample is observed.
Embodiment 1 to 6 is specifically described below shown in table 3
| Test group | The degree of wear |
| Control group 3 | Severe |
| Embodiment 1 | Slightly |
| Embodiment 2 | Slightly |
| Embodiment 3 | Slightly |
| Embodiment 4 | Slightly |
| Embodiment 5 | Slightly |
| Embodiment 6 | Finite wear |
Test result analysis：
As seen from the above table, the degree of wear most serious of 3 sample of control group, the degree of wear of 6 sample of embodiment is most slight, and
And the degree of wear of the degree of wear all than control group 1 of embodiment 1 to 6 sample of embodiment is light, the degree of wear is lighter, explanation
The wearability of sample is better, it follows that according to the wearability of sample made from the embodiment 1 to 6 in the present invention than control group 3
It is more preferable.
1 to 6 sample of comparing embodiment is it is found that from embodiment 1 to 6 again, the trend that the degree of wear of sample tapers off.It can
Seeing, in the present invention, the wearability of sample is related with each component content of sample, meanwhile, the degree of wear of sample is lighter, illustrates sample
The wearability of product is better.
The concrete component of each control group is as follows
The each group of control group 1 is divided into：1000 parts of Fe, 100 parts of C, 40 parts of Si, 10 parts of Mg, 40 parts of Al.
The each group of control group 2 is divided into：800 parts of Fe, 50 parts of C, 8 parts of Ni, 7 parts of Mo,.
The each group of control group 3 is divided into：900 parts of Fe, 80 parts of C, 20 parts of V, 10 parts of Re, 30 parts of Al.
Control sample 1,2 and 3 is commercial type.
Claims (8)
1. a kind of unloading access bridge, it is characterised in that：Including bridge pier（1）, by the bridge pier（1）The bridge floor of support（2）And setting
In the bridge floor（2）On at least one lorry channel of formation（3）Carrier unit（4）, the carrier unit（4）Including with bridge
The vertical column in face（41）, be used to support column（41）Brace（42）And the unloading gear frame on the outside of bridge floor（43）, phase
Adjacent two columns（41）Between be separated by scheduled distance, the brace（42）It is arranged on the column（41）Front and rear sides, institute
State unloading gear frame（43）It is fixed on the bridge floor（2）On, and with the carrier unit（4）It is fixedly connected.
2. unloading access bridge according to claim 1, it is characterised in that：Further include column fixed transverse rod（410）, the column
Fixed transverse rod（410）For connecting adjacent two root posts（41）, and positioned at column（41）Top.
3. unloading access bridge according to claim 1 or 2, it is characterised in that：Further include bridge pier fixed link（10）, the bridge pier
Fixed link（10）For connecting two adjacent bridge piers.
4. according to the unloading access bridge described in claims 1 or 2, it is characterised in that：The bridge floor（2）Be be separated by by a plurality of square steel it is predetermined
Distance be composed.
5. unloading access bridge according to claim 1 or 2, it is characterised in that：Outside bridge pier is stretched out on the outside of the bridge floor（1）
Setting.
6. unloading access bridge according to claim 1 or 2, it is characterised in that：The unloading gear frame（43）It is by following weight
The component composition of part：600-900 parts of Fe, 40-80 parts of C, 20-45 parts of Si, 5-10 parts of Mn, 4-16 parts of Ni, Mo 5-10
Part, 5-15 parts of Cr, 5-10 parts of V, 2-12 parts of Ti, 2-12 parts of Re and 20-40 parts of Al.
7. unloading access bridge according to claim 5, it is characterised in that：The unloading gear frame（43）It is by following weight parts
Component forms：650-850 parts of Fe, 45-75 parts of C, 25-40 parts of Si, 6-9 parts of Mn, 6-14 parts of Ni, 6-9 parts of Mo, Cr 7-
23-37 parts of 13 parts, 6-9 parts of V, 4-10 parts of Ti, 4-10 parts of Re and Al.
8. unloading access bridge according to claim 5, it is characterised in that：The unloading gear frame（43）It is by following weight parts
Component forms：700-800 parts of Fe, 50-70 parts of C, 30-35 parts of Si, 7-8 parts of Mn, 8-12 parts of Ni, 7-8 parts of Mo, Cr 9-
26-34 parts of 11 parts, 7-8 parts of V, 6-8 parts of Ti, 6-8 parts of Re and Al.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611197103.7A CN106522081B (en) | 2016-12-22 | 2016-12-22 | Unloading access bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611197103.7A CN106522081B (en) | 2016-12-22 | 2016-12-22 | Unloading access bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106522081A CN106522081A (en) | 2017-03-22 |
| CN106522081B true CN106522081B (en) | 2018-06-12 |
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ID=58340706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611197103.7A Active CN106522081B (en) | 2016-12-22 | 2016-12-22 | Unloading access bridge |
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| Country | Link |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5226204A (en) * | 1991-02-12 | 1993-07-13 | Subtechnique, Inc. | Tele-robotic passenger loading bridge control system |
| CN101793000A (en) * | 2010-01-28 | 2010-08-04 | 中国海洋石油总公司 | Hydraulic multifunctional delivery trestle of multifunctional self-elevating supporting platform for ocean oil field |
| KR20110084704A (en) * | 2010-01-18 | 2011-07-26 | 엔플랜 주식회사 | Floating bridge type overpass |
| EP2735651A1 (en) * | 2012-11-27 | 2014-05-28 | SEE-Ingenieure GmbH & Co. KG | Device for loading and unloading ships |
| CN206346103U (en) * | 2016-12-22 | 2017-07-21 | 深圳申佳原环保科技有限公司 | Unloading access bridge |
-
2016
- 2016-12-22 CN CN201611197103.7A patent/CN106522081B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5226204A (en) * | 1991-02-12 | 1993-07-13 | Subtechnique, Inc. | Tele-robotic passenger loading bridge control system |
| KR20110084704A (en) * | 2010-01-18 | 2011-07-26 | 엔플랜 주식회사 | Floating bridge type overpass |
| CN101793000A (en) * | 2010-01-28 | 2010-08-04 | 中国海洋石油总公司 | Hydraulic multifunctional delivery trestle of multifunctional self-elevating supporting platform for ocean oil field |
| EP2735651A1 (en) * | 2012-11-27 | 2014-05-28 | SEE-Ingenieure GmbH & Co. KG | Device for loading and unloading ships |
| CN206346103U (en) * | 2016-12-22 | 2017-07-21 | 深圳申佳原环保科技有限公司 | Unloading access bridge |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106522081A (en) | 2017-03-22 |
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