CN1331715C - Frame type windproof structure used for container piling field - Google Patents
Frame type windproof structure used for container piling field Download PDFInfo
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- CN1331715C CN1331715C CNB2005101102179A CN200510110217A CN1331715C CN 1331715 C CN1331715 C CN 1331715C CN B2005101102179 A CNB2005101102179 A CN B2005101102179A CN 200510110217 A CN200510110217 A CN 200510110217A CN 1331715 C CN1331715 C CN 1331715C
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Abstract
The present invention relates to a frame type windproof structure used for a container piling field, which is composed of a plurality of windproof frames which are continuously distributed along the rim of the circumference of a container piling field. Then, the frame type windproof structure used for a container piling field, which is continuous and closed is formed by surrounding the circumference of the container piling field. Each windproof frame is composed of a plurality of longitudinal windproof ribs, a plurality of transverse windproof ribs, an outer ring windproof supporting frame and an inner ring windproof supporting frame, wherein the inner ring windproof supporting frame and the outer ring windproof supporting frame serve as a supporting frame of the longitudinal windproof ribs and the transverse windproof ribs, and surround the circumference of the piling field. The present invention leads containers to have windproof performance in the mode that the present invention is provided with a multi-layer frame-shaped structure which is composed of the windproof ribs made of section materials on the circumference of the piling field, has the characteristics of high strength and stable structure. In addition, the present invention can not be easily damaged. When the present invention is used, the present invention can well resist strong wind of the container piling field, and can ensure that the stacking of the containers can not be overturned.
Description
Technical field
The present invention relates to the stockyard equipment in a kind of container technology field, specifically is a kind of frame type windproof structure that is used for container depot.
Background technology
According to relevant statistics, owing to be subjected to the influence of strong wind, at home and abroad the container depot at each harbour all in various degree generation stockyard work incur loss through delay and fall the case incident, only the annual fate of stockyard work delay that takes place in PORT OF TIANJIN is more than 50 days, fall tens of case incidents, have a strong impact on the work of container depot, and influenced the safety of operating personal.Along with the increase of container wharf loading and unloading capacity, be subjected to the restriction of stockyard site area, at present the stockyard heap high towards heap 8 cross 9 in addition higher handling technology direction develop.This stacking has highly substantially exceeded now the conventional height in stockyard both at home and abroad, can't will stack according to the relevant regulations in container wharf freight container buttress type file, windproof detailed rules and regulations and the dock safety operating instruction and highly reduce safe altitude, particularly under the van pool situation, be subjected to big wind effect and cause life and property loss easilier.At present, all not having actv. is used to solve the windproof scheme that height is stamped automatic yard both at home and abroad, thereby, resolve the high windproof problem of piling up neatly automatic yard, be of great practical significance.
Find through literature search prior art, Xu Yunguo etc. have set forth on harbour the present Research to windproof net in " the PORT OF GAOXIONG empirical value must be used for reference " (" containerzation " 2002 11 phase 29-31 page or leaf): the research of the windproof net of port and pier at present mainly concentrates on the windproof research at bulk storage yards such as Coal Stack Yard, and its version mainly adopts net structure or ties up mode.Except the mode of tying up, netted windproof structure generally is that net structure is processed in the pre-braiding of steel wire, is assembled to then on the column frame at edge, stockyard, and column frame is attached on other column frame then, constitutes the windproof net around the stockyard.Specific constructive form has two kinds on venetian blind type and the windproof net of vertical type, can play windproof, antisoiling effect simultaneously.But the container depot multidigit is in the riverside or seashore wind-force is bigger and freight container is heavier (even empty van also weighs 6 tons), for such environment, general windproof net is that capability of anti-wind or firm degree all can not meet the demands, when wind-force more than 7 grades the time, even freight container has inclination a little also can damage freight container.
Summary of the invention
The objective of the invention is at the deficiencies in the prior art, a kind of frame type windproof structure that is used for container depot is provided, the multilayer frame shape structure that its windproof rib of being made by section bar by the setting around in the stockyard is constituted realizes the windproof of storage yard container, has that intensity is good, a Stability Analysis of Structures, non-damageable characteristics.The present invention in use can keep out the strong wind of container depot well, guarantees that the freight container stacking can overturning.
The present invention is achieved by the following technical solutions, the present invention is made up of some windproof frames, some windproof frames along the surrounding of container depot along continuous distribution, around one week of container depot, constitute continuous osed top container depot frame type windproof structure, each windproof frame is interconnected and is formed by many vertical windproof ribs, many horizontal windproof ribs, the windproof support in outer ring, the windproof supports of inner ring, the windproof support of windproof support of inner ring and outer ring as the support of vertical windproof rib and horizontal windproof rib around around the stockyard.
Described horizontal windproof rib lies across between two adjacent windproof supports of the same circle in stockyard, connects two parallel vertical windproof ribs, along the stockyard horizontal direction.
Described vertical windproof rib lies across between two adjacent windproof supports of the same circle in stockyard, connects two parallel horizontal windproof ribs, is positioned on the longitudinal direction of stockyard.
Horizontal cross and longitudinal interval are respectively half that the length of a freight container and width dimensions respectively add spacing distance between the freight container between the frame of described windproof frame.Gap size between the freight container is 30～40 centimetres.The maximum height of windproof frame equates with the highest stacking of freight container that the stockyard allows to stack.
The present invention is directed to the characteristics of container depot and will make frame-like around the windproof net around the stockyard, characteristics are that the inside and outside both sides of stockyard outermost one circle freight container are provided with windproof support and the interconnective windproof rib that two circles are erect.The windproof support of windproof support of inner ring and outer ring as the support of windproof rib around around the stockyard; The distance of the size of the windproof support of inside and outside circle on the inside and outside direction in stockyard decided on the size of concrete stacking container, distance in the stockyard on vertically is than the about 15～20cm of width (or length) of freight container, transversely distance is than the about 15～20cm of length (or width) of freight container in the stockyard, can guarantee that like this automated installations such as rail gantry crane suspender can be smoothly be put in freight container in the windproof frame of the windproof support of windproof support of inner ring and outer ring between two-layer.
The position of the horizontal windproof rib of the above ground floor in ground and vertical windproof rib height off the ground be about 0.6 times of high height of the freight container of putting, it is the channel-section steel (63mm * 40mm * 4.8mm or other similar, the steel structure section bar that size is bigger) that connects between nearest two adjacent supports.Upwards the windproof rib of same specification is installed again every the position of an about container height.Be attached thereto with the vertical windproof rib of above-mentioned steel profile same size and connect on position, being provided with one on the longitudinal direction of stockyard than wide about a 15～20cm of freight container, the stockyard in a lateral direction every the position that is about 15～20cm than a freight container be provided with one with the vertical windproof rib of above-mentioned steel profile same size, vertical so windproof rib and horizontal windproof rib, windproof support interconnects, along one week of edge, stockyard, so just around the stockyard, form the windproof framework of a complete continuous layer stereo formula, around whole stockyard, formed a continuous windbreak that constitutes by windproof framework and middle freight container thereof.
The present invention under the smaller situation of wind-force at ordinary times, can stack in the windproof frame around the stockyard in actual applications, also can stack less or stacking container not; Wait under the bigger situation of wind-force greater than 7 grades at wind-force, utilize in the stockyard automation equipment in the middle of the stockyard, to access freight container to the frame type windproof frame, so that the freight container buttress is the highest in the stockyard in the frame type windproof frame, freight container can also play the effect of windbreak in the windproof like this frame, satisfies container depot to windproof requirement.
Description of drawings
Fig. 1 is a container depot frame type windproof net schematic top plan view of the present invention
Fig. 2 is the axle side scheme drawing of container depot frame type windproof net of the present invention and container stacking
Fig. 3 is a container depot frame type windproof net front elevational schematic of the present invention
Among the figure, 1 is vertical windproof rib; 2 is horizontal windproof rib; 3 is the windproof support in outer ring; 4 is the windproof support of inner ring; 5 is windproof basket; 6 is freight container in the windproof basket.
The specific embodiment
Below make with the embodiment of the present invention in certain unmanned stockyard of harbour automation and to specify: because stockyard one row's width dimensions, it is long to allow to stack 8 freight containers, and whole stockyard can allow such container stacking 64 to arrange altogether.Therefore define that the direction along 8 freight container extreme lengths of a row is the horizontal direction in stockyard in the stockyard, and be the longitudinal direction in stockyard along 64 directions of arranging in a row the vanning width in the stockyard.
Shown in accompanying drawing 1-3, a kind of exemplary embodiment of the present invention, this embodiment is used to realize a kind of frame type windproof structure that is applied to container depot, mainly is made up of windproof rib (comprising 2 two kinds of vertical windproof rib 1 and horizontal windproof ribs), windproof support (comprising 4 two kinds on windproof support 3 in outer ring and the windproof support of inner ring).
Windproof support (comprising 4 two kinds on windproof support 3 in outer ring and the windproof support of inner ring) adopts channel-section steel to constitute, as the support of windproof rib around around the stockyard.Windproof frame 5 is around the stockyard, from the end, an angle in stockyard.Because windproof frame 5 is the continuous closed-in constructions along edge, surrounding, stockyard, so windproof support specifically is divided into the windproof support of windproof support of inner ring and outer ring.Vertical edge in the stockyard adds that every a container width half distance of adjacent two freight container longitudinal pitches establishes a windproof support in a longitudinal direction; Widthwise edge edge in the stockyard, along add that every a container length half distance of adjacent two freight container transverse pitchs establishes a windproof support in a lateral direction.The height of windproof support is about the height of the high number of plies of the highest heap of container depot.The distance of the size of the windproof support of inside and outside circle on the inside and outside direction in stockyard can be decided according to the size of concrete stacking container.Generally specifically, in the inside of the windproof support 3 in outer ring, along the stockyard on the inside and outside direction apart from the outer ring windproof support 3 grow (or wide) about 15～20 centimetres positions than institute's freight container of putting 6 and establish the windproof support 4 of the inner ring parallel with the windproof support in outer ring.From the stockyard laterally, angle longitudinally, the distance on vertically is than about 15～20 centimetres of the width (or length) of freight container in the stockyard for windproof support, transversely distance is than about 15～20 centimetres of the length (or width) of freight container in the stockyard.Can guarantee that like this automated installations such as rail gantry crane suspender can be smoothly be put in freight container in the windproof frame of the windproof support of windproof support of inner ring and outer ring between two-layer.
Windproof rib is concrete to divide two kinds.Vertical windproof rib 1 is defined as and lies across on the same circle between adjacent two stands, and is consistent with the stockyard longitudinal direction, along the windproof rib of container width direction; Horizontal windproof rib 2 is defined as and lies across on the same circle between adjacent two stands, and is consistent with the stockyard horizontal direction, along the windproof rib of freight container extreme length direction.The position of first vertical windproof rib 1 and horizontal windproof rib 2 is about 0.6 times high height of freight container at height off the ground on the ground, level is connected in the channel-section steel (63mm * 40mm * 4.8mm or other similar, the steel structure section bar that size is bigger) between same freight container periphery two adjacent supports.Upwards between the adjacent two stands of same circle, establish the vertical windproof rib 1 and the horizontal windproof rib 2 of a same specification again, successively upwards up to allowing to stack to such an extent that container height equates with the stockyard every the position of an about container height.Vertical windproof rib 1 is connected on the same windproof support with horizontal windproof rib 2.Successively upwards every the height of an about stacking container, design vertical windproof rib 1 and be connected on the same windproof support again, highly equate until allowing to stack with the stockyard with horizontal windproof rib 2.Vertical so windproof rib 1 interconnects with horizontal windproof rib 2, the windproof support 3 in outer ring and the windproof support 4 of inner ring, so just constitutes a windproof frame of multilayer.Along one week of edge, stockyard, so just around the stockyard, formed the windproof framework of a complete continuous layer stereo formula, around whole stockyard, formed a continuous windbreak that constitutes by windproof frame 5 and middle freight container thereof.
Adopt connection modes such as welding or bolted connection between windproof rib and windproof support, windproof rib.
The concrete rule of stacking: when stockyard wind-force is not very big getting under the situation, can can not stack by stacking container in the windproof frame 5 yet, when wind-force is big, start the automation equipment in the stockyard, the freight container of stacking in the stockyard 6 is called out in the windproof frame, to guarantee that in whole stockyard freight container 6 stackings that windproof frame is 5 li are the highest.Freight container 6 when high wind arrives in the windproof frame can play the effect of windbreak, can reduce the wind speed in the whole stockyard well.
Claims (8)
1, a kind of frame type windproof structure that is used for container depot, it is characterized in that, form by some windproof frames (5), some windproof frames (5) along the surrounding of container depot along continuous distribution, around one week of container depot, constitute continuous osed top container depot frame type windproof structure, described windproof frame (5) is by many vertical windproof ribs (1), many horizontal windproof ribs (2), windproof support in outer ring (3) and the windproof support of inner ring (4) interconnect and form, the windproof support of windproof support of inner ring (4) and outer ring (3) as the support of vertical windproof rib (1) and horizontal windproof rib (2) around around the stockyard.
2, the frame type windproof structure that is used for container depot according to claim 1, it is characterized in that described horizontal windproof rib (2) lies across between two adjacent windproof supports of the same circle in stockyard, connect two parallel vertical windproof ribs (1), along the stockyard horizontal direction.
3, according to claim 1 or the 2 described frame type windproof structures that are used for container depot, it is characterized in that, described vertical windproof rib (1) lies across between two adjacent windproof supports of the same circle in stockyard, connects two parallel horizontal windproof ribs (2), is positioned on the longitudinal direction of stockyard.
4, according to claim 1 or the 2 described frame type windproof structures that are used for container depot, it is characterized in that, the position of first vertical windproof rib (1) and horizontal windproof rib (2) is 0.6 a times high height of freight container at height off the ground on the ground, and level is connected in the channel-section steel between same freight container periphery two adjacent supports.
5, the frame type windproof structure that is used for container depot according to claim 1, it is characterized in that, horizontal cross and longitudinal interval are respectively half that the length of a freight container and width dimensions respectively add spacing distance between the freight container between the frame of described windproof frame (5), and the gap size between the freight container is 30～40 centimetres.
According to claim 1 or the 5 described frame type windproof structures that are used for container depot, it is characterized in that 6, the maximum height of described windproof frame (5) equates with the highest stacking of freight container that the stockyard allows to stack, and is layer stereo formula structure.
7, the frame type windproof structure that is used for container depot according to claim 1, it is characterized in that, the inside of windproof support (3) in the outer ring, along on the inside and outside direction in stockyard apart from the outer ring windproof support (3) grow than institute's freight container of putting 6 or the inner ring windproof support (4) parallel with the windproof support in outer ring (3) established in wide 15～20 centimetres position.
8, according to claim 1 or the 7 described frame type windproof structures that are used for container depot, it is characterized in that, from the stockyard laterally, angle longitudinally, the windproof support in outer ring (3), the distance of the windproof support of inner ring (4) on the stockyard is than the wide of freight container or grow up 15～20 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005101102179A CN1331715C (en) | 2005-11-10 | 2005-11-10 | Frame type windproof structure used for container piling field |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005101102179A CN1331715C (en) | 2005-11-10 | 2005-11-10 | Frame type windproof structure used for container piling field |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1785765A CN1785765A (en) | 2006-06-14 |
| CN1331715C true CN1331715C (en) | 2007-08-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005101102179A Expired - Fee Related CN1331715C (en) | 2005-11-10 | 2005-11-10 | Frame type windproof structure used for container piling field |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1331715C (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108045816A (en) * | 2017-11-24 | 2018-05-18 | 深圳市联润达集装箱管理服务有限公司 | A kind of container storage case and the high warehousing system of container heap |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2274274A (en) * | 1993-01-19 | 1994-07-20 | Port Of Singapore Authority | Container transporting trailer |
| CN2592578Y (en) * | 2002-12-09 | 2003-12-17 | 倪美琴 | Protective guardrail for plastic container |
-
2005
- 2005-11-10 CN CNB2005101102179A patent/CN1331715C/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2274274A (en) * | 1993-01-19 | 1994-07-20 | Port Of Singapore Authority | Container transporting trailer |
| CN2592578Y (en) * | 2002-12-09 | 2003-12-17 | 倪美琴 | Protective guardrail for plastic container |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1785765A (en) | 2006-06-14 |
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Granted publication date: 20070815 Termination date: 20101110 |