CN109305293A - A kind of guardrail - Google Patents
A kind of guardrail Download PDFInfo
- Publication number
- CN109305293A CN109305293A CN201811150883.9A CN201811150883A CN109305293A CN 109305293 A CN109305293 A CN 109305293A CN 201811150883 A CN201811150883 A CN 201811150883A CN 109305293 A CN109305293 A CN 109305293A
- Authority
- CN
- China
- Prior art keywords
- supporting element
- platform
- guardrail
- supporting
- guardrail according
- 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.)
- Pending
Links
- 238000003466 welding Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B17/00—Vessels parts, details, or accessories, not otherwise provided for
- B63B17/04—Stanchions; Guard-rails ; Bulwarks or the like
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention belongs to protecting tool set-up technical fields, disclose a kind of guardrail.The guardrail includes multiple supporting elements arranged in a crossed manner, and supporting element is individually fixed in the first platform and the second platform, and supporting element is fixed on the second platform after passing through the first platform.The present invention is by being individually fixed in the first platform and the second platform for supporting element arranged in a crossed manner in guardrail, further, supporting element is fixed on the second platform after passing through the first platform, to enhance the firmness of guardrail, solves the problems, such as that existing guardrail firmness is not high.
Description
Technical field
The present invention relates to protecting tool set-up technical field more particularly to a kind of guardrails.
Background technique
When hawser berths for hull, it may occur that the case where fracture.When fracture, hawser generates biggish screen resilience,
If the hawser that crewman is sprung back is got to, serious personal safety will receive, therefore need to be arranged in the hazard region of hull
Guardrail, to protect crewman.
Structural strength, setting height and the firmness of existing hull guardrail cannot fully meet wanting for protection crewman
It asks, therefore needs to provide a kind of novel guardrail urgently to solve the above problems.
Summary of the invention
The purpose of the present invention is to provide a kind of guardrails, to solve the problems, such as that existing guardrail firmness is not high.
To achieve this purpose, the present invention adopts the following technical scheme:
A kind of guardrail, including multiple supporting elements arranged in a crossed manner, supporting element is individually fixed in the first platform and the second platform,
Supporting element is fixed on the second platform after passing through the first platform.
Preferably, supporting element is that diameter is greater than 80mm, wall thickness is greater than the steel pipe of 8mm.
Preferably, supporting element includes horizontally disposed first supporting element and the second supporting element for being vertically arranged, first
Support member and the welding of the second supporting element.
Preferably, the second supporting element is individually fixed in the first platform and the second platform, it is flat that the second supporting element passes through first
It is fixed on after platform on the second platform.
Preferably, being equipped with fixing piece between the first platform and the second platform, fixing piece is equably fixedly arranged on the second support
Around part.
Preferably, the second supporting element is fixedly arranged on the second platform by backing plate, the cross-sectional area of backing plate is greater than second
The cross-sectional area of support member.
Preferably, in the vertical direction, the spacing per two adjacent the first supporting elements is 500mm-700mm, and most
The height of high first supporting element is not less than 2000mm, the first platform of height distance of minimum first supporting element
Spacing is 500mm-600mm.
Preferably, in the horizontal direction, the spacing per two adjacent the second supporting elements is no more than 1000mm.
Preferably, it is empty to form rectangle per two adjacent first supporting elements and two second supporting elements adjacent thereto
Between, elastic plate is equipped in rectangular space, elastic plate is fixedly arranged on the first supporting element and the second supporting element.
Preferably, it is empty to form rectangle per two adjacent first supporting elements and two second supporting elements adjacent thereto
Between, elastic string is equipped in rectangular space, elastic string is fixedly arranged on the first supporting element and the second supporting element.
Beneficial effects of the present invention:
The present invention is by being individually fixed in the first platform and the second platform for supporting element arranged in a crossed manner in guardrail, further
Ground, supporting element are fixed on the second platform after passing through the first platform, to enhance the firmness of guardrail, solve existing shield
The not high problem of column firmness.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of guardrail provided by the invention；
Fig. 2 is the schematic cross-section of the second supporting element bottom in Fig. 1；
Fig. 3 is the structural schematic diagram of elastic plate；
Fig. 4 is a kind of structural schematic diagram of embodiment of elastic string；
Fig. 5 is the structural schematic diagram of another embodiment of elastic string.
In figure:
1, supporting element；11, the first supporting element；12, the second supporting element；13, backing plate；
21, the first platform；22, the second platform；23, fixing piece；
3, rectangular space；
4, elastic plate；41, side plate；42, spring；
5, elastic string.
Specific embodiment
To further illustrate the technical scheme of the present invention below with reference to the accompanying drawings and specific embodiments.
As shown in Figure 1, it is the structural schematic diagram of guardrail provided by the invention.The guardrail includes multiple branch arranged in a crossed manner
Support member 1, supporting element 1 are individually fixed in the first platform 21 and the second platform 22, and supporting element 1, which passes through, is fixed on the after the first platform 21
On two platforms 22.The present invention is by being individually fixed in the first platform 21 and the second platform for supporting element 1 arranged in a crossed manner in guardrail
22, further, supporting element 1 is fixed on the second platform 22 after passing through the first platform 21, to enhance the secured journey of guardrail
Degree, solves the problems, such as that existing guardrail firmness is not high.In addition, the guardrail that supporting element 1 arranged in a crossed manner forms can prevent
Personnel fall, to better ensure that the personal safety of personnel.
Specifically, supporting element 1 is that diameter is greater than 80mm, and wall thickness is greater than the seamless steel pipe of 8mm, seamless steel pipe is spliced
After form above-mentioned guardrail.It is preferred that connecting method is welding, it is to be understood that can also be the modes such as threaded connection, grafting.
Specifically, supporting element 1 include horizontally disposed the second supporting element 12 first supporting element 11 and be vertically arranged, first
Supporting element 11 and the welding of the second supporting element 12.By the welding of seperated the first supporting element 11 and the second supporting element 12, simplify
The molding procedure of guardrail, has saved processing cost, improves shaping efficiency.
Specifically, the second supporting element 12 is individually fixed in the first platform 21 and the second platform 22, and the second supporting element 12 passes through
It is fixed on after first platform 21 on second platform 22.Wherein, the first platform 21 can be understood as the deck of hull, the second platform 22
Below deck, by the way that the second supporting element 12 after the first platform 21 and to be fixed on the second platform 22, so that guardrail
Preferably fixed and supported.
Specifically, fixing piece 23 is equipped between the first platform 21 and the second platform 22, fixing piece 23 is equably fixedly arranged on the
Around two supporting elements 12.The effect of fixing piece 23 is the firmness for reinforcing the second supporting element 12, and fixing piece 23 is preferably elbow
Plate, bracket be usually provided at the second supporting element 12 two sides can (as depicted in figs. 1 and 2), so can ensure firmness
Under the premise of, further decrease processing cost.It is understood that be all, all on the second platform 22 to being arranged and for fixing the
The fixing piece 23 of two supporting elements 12 is in the protection scope of this programme.
Specifically, the spacing per two adjacent the first supporting elements 11 is 500mm-700mm, one first minimum support
The spacing of the first platform of height distance 21 of part 11 is 500mm-600mm, and the spacing per two adjacent the second supporting elements 12 is not
More than 1000mm, the risk that personnel fall from guard rail position can be so reduced.The height of highest first supporting element 11 is not low
It, may be because guardrail height be inadequate when can so reduce hawser rebound since general staff's height does not all exceed 2m in 2000mm
And the risk for causing personnel to be damaged.
As shown in Fig. 2, its schematic cross-section for 12 bottom of the second supporting element in Fig. 1.Second supporting element 12 passes through backing plate
13 are fixedly arranged on the second platform 22, and the cross-sectional area of backing plate 13 is greater than the cross-sectional area of the second supporting element 12, can so increase
The contact area of second supporting element 12 and the second platform 22, so as to more stably and firmly be fixed on the second platform 22.
Backing plate 13 and fixing piece 23 are preferably fixed to the mode on the second platform 22 as welding, it is to be understood that can also be screw thread
Connection.
As shown in figures 1 and 3, per two adjacent first supporting elements 11 and two second supporting element, 12 shapes adjacent thereto
Rectangular space 3, rectangular space 3 is interior to be equipped with elastic plate 4, and elastic plate 4 is fixedly arranged on the first supporting element 11 and the second supporting element 12.
Guard rail position is recoiled to when cable breaks, the end of hawser may injure human body through rectangular space 3, it is therefore necessary to
Protective device is added at rectangular space 3.
Specifically, as shown in figure 3, elastic plate 4 includes two side plates 41 in left and right, it is connected with spring 42 between side plate 41, two
Spacing between a side plate 41 is preferably less than the minimum diameter (i.e. 80mm) of supporting element 1, offered on each side plate 41 with
The through-hole (not shown) that supporting element 1 connects, the whole body of supporting element 1 also is provided with the aperture part connecting with the through-hole (in figure not
Show), the biggish spring of rigidity is worn between through-hole and aperture part, and elastic plate 4 is resiliently arranged at rectangular space 3.
And the whole deformation quantity of elastic plate 4 can be made smaller using the biggish spring of rigidity, hawser and elastic plate 4 can be made using spring 42
It can play the role of certain shock-absorbing when contact.
Specifically, as shown in Figure 4 and Figure 5, elastic string 5 can be also set in above-mentioned rectangular space 3, and elastic string 5 is interted
Mode can may be straight cutting for oblique cutting.By the way that the end of elastic string 5 to be fixed at aperture part, hawser also can be avoided
The case where end may injure human body due to through rectangular space 3 generation.
Obviously, the above embodiment of the present invention is just for the sake of clearly illustrating examples made by the present invention, and being not is pair
The restriction of embodiments of the present invention.For the ordinary skill user of fields, may be used also on the basis of the above description
To make other variations or changes in different ways.There is no necessity and possibility to exhaust all the enbodiments.It is all this
Made any modifications, equivalent replacements, and improvements etc., should be included in the claims in the present invention within the spirit and principle of invention
Protection scope within.
Claims (10)
1. a kind of guardrail, which is characterized in that including multiple supporting elements (1) arranged in a crossed manner, the supporting element (1) is individually fixed in
First platform (21) and the second platform (22), the supporting element (1) are fixed on the second platform (22) after passing through the first platform (21)
On.
2. guardrail according to claim 1, which is characterized in that the supporting element (1) is that diameter is greater than 80mm, and wall thickness is greater than
The steel pipe of 8mm.
3. guardrail according to claim 1, which is characterized in that the supporting element (1) includes horizontally disposed first support
Part (11) and the second supporting element (12) being vertically arranged, first supporting element (11) and second supporting element (12) welding.
4. guardrail according to claim 3, which is characterized in that second supporting element (12) is individually fixed in described first
Platform (21) and second platform (22), second supporting element (12) are fixed on the second platform after passing through the first platform (21)
(22) on.
5. guardrail according to claim 3, which is characterized in that first platform (21) and second platform (22) it
Between be equipped with fixing piece (23), the fixing piece (23) is equably fixedly arranged on around second supporting element (12).
6. guardrail according to claim 3, which is characterized in that second supporting element (12) is fixedly arranged on by backing plate (13)
On second platform (22), the cross-sectional area of the backing plate (13) is greater than the cross-sectional area of second supporting element (12).
7. guardrail according to claim 3, which is characterized in that in the vertical direction, per adjacent two described first
The spacing of support member (11) is 500mm-700mm, and the height of highest first supporting element (11) is not less than 2000mm,
The spacing of first platform (21) described in the height distance of first supporting element (11) of minimum one is 500mm-600mm.
8. guardrail according to claim 3, which is characterized in that in the horizontal direction, per adjacent two described second
The spacing of support member (12) is no more than 1000mm.
9. guardrail according to claim 3, which is characterized in that per adjacent two first supporting elements (11) and and its
Second supporting element (12) of adjacent two forms rectangular space (3), is equipped with elastic plate (4) in the rectangular space (3), institute
Elastic plate (4) is stated to be fixedly arranged on first supporting element (11) and second supporting element (12).
10. guardrail according to claim 3, which is characterized in that per adjacent two first supporting elements (11) and with
Its two adjacent described second supporting element (12) forms rectangular space (3), is equipped with elastic string (5) in the rectangular space (3),
The elastic string (5) is fixedly arranged on first supporting element (11) and second supporting element (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811150883.9A CN109305293A (en) | 2018-09-29 | 2018-09-29 | A kind of guardrail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811150883.9A CN109305293A (en) | 2018-09-29 | 2018-09-29 | A kind of guardrail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109305293A true CN109305293A (en) | 2019-02-05 |
Family
ID=65224959
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811150883.9A Pending CN109305293A (en) | 2018-09-29 | 2018-09-29 | A kind of guardrail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109305293A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108974253A (en) * | 2018-04-17 | 2018-12-11 | 沪东中华造船(集团)有限公司 | A kind of railing peculiar to vessel |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20150002749U (en) * | 2014-01-03 | 2015-07-13 | 대우조선해양 주식회사 | Ship's bulwark |
| JP2017140917A (en) * | 2016-02-10 | 2017-08-17 | 三井造船株式会社 | Mooring structure and crew protection method in mooring structure |
| KR101784865B1 (en) * | 2016-04-25 | 2017-10-12 | 삼성중공업 주식회사 | Guardrail |
| CN206569222U (en) * | 2017-02-21 | 2017-10-20 | 上海佳豪船海工程研究设计有限公司 | A kind of removable colligation column |
| WO2018042162A1 (en) * | 2016-09-02 | 2018-03-08 | Global Shieldtech Ltd | Security barrier |
| CN107878678A (en) * | 2017-12-29 | 2018-04-06 | 威海中复西港船艇有限公司 | A kind of hull railing connection component |
-
2018
- 2018-09-29 CN CN201811150883.9A patent/CN109305293A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20150002749U (en) * | 2014-01-03 | 2015-07-13 | 대우조선해양 주식회사 | Ship's bulwark |
| JP2017140917A (en) * | 2016-02-10 | 2017-08-17 | 三井造船株式会社 | Mooring structure and crew protection method in mooring structure |
| KR101784865B1 (en) * | 2016-04-25 | 2017-10-12 | 삼성중공업 주식회사 | Guardrail |
| WO2018042162A1 (en) * | 2016-09-02 | 2018-03-08 | Global Shieldtech Ltd | Security barrier |
| CN206569222U (en) * | 2017-02-21 | 2017-10-20 | 上海佳豪船海工程研究设计有限公司 | A kind of removable colligation column |
| CN107878678A (en) * | 2017-12-29 | 2018-04-06 | 威海中复西港船艇有限公司 | A kind of hull railing connection component |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108974253A (en) * | 2018-04-17 | 2018-12-11 | 沪东中华造船(集团)有限公司 | A kind of railing peculiar to vessel |
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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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190205 |