CN107882006A - A kind of combining structure of composite panel and steel member - Google Patents
A kind of combining structure of composite panel and steel member Download PDFInfo
- Publication number
- CN107882006A CN107882006A CN201711123759.9A CN201711123759A CN107882006A CN 107882006 A CN107882006 A CN 107882006A CN 201711123759 A CN201711123759 A CN 201711123759A CN 107882006 A CN107882006 A CN 107882006A
- Authority
- CN
- China
- Prior art keywords
- steel member
- longitudinal direction
- direction steel
- composite panel
- upper strata
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 100
- 239000010959 steel Substances 0.000 title claims abstract description 100
- 239000002131 composite material Substances 0.000 title claims abstract description 47
- 239000000463 material Substances 0.000 claims abstract description 23
- 230000007797 corrosion Effects 0.000 claims abstract description 14
- 238000005260 corrosion Methods 0.000 claims abstract description 14
- 238000012856 packing Methods 0.000 claims abstract description 12
- 238000003466 welding Methods 0.000 claims description 9
- 230000001413 cellular effect Effects 0.000 claims description 3
- 238000004079 fireproofing Methods 0.000 claims description 2
- 238000009833 condensation Methods 0.000 claims 1
- 230000005494 condensation Effects 0.000 claims 1
- 238000009413 insulation Methods 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000005452 bending Methods 0.000 description 4
- 239000011810 insulating material Substances 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention is applied to off-shore structure board technology field, provide a kind of combining structure of composite panel and steel member, including corrosion resistant top surface composite panel, corrosion resistant bottom surface composite panel, upper strata longitudinal direction steel member, lower floor's longitudinal direction steel member, lacing and packing material.The present invention passes through composite panel and the efficient combination of steel, there is provided a kind of new composite structure form that at sea can be used in engineering, the combining structure is easy to make, and it is common composite board and common shaped steel to use material, design, cost of manufacture it is relatively low；And the use of composite panel, lacing can mitigate construction weight.Also, the combining structure has good mechanical property and corrosion resistance, can be applied to the structures such as wall, floor.
Description
Technical field
The invention belongs to off-shore structure board technology field, more particularly to the combination knot of a kind of composite panel and steel member
Structure.
Background technology
At sea in the design-build of platform, the component such as the plate face of hull and upper module, wall is enough except to have
Outside structural strength, the generally also consideration of weight, Corrosion Protection etc..
Refer to Fig. 1, the deck of current offshore platform hull and upper module, bulkhead, dividing plate etc. are using on steel plate 10
The structure type of ribbed stiffener 20 and section steel beam 30, however, the sheet material of this class formation has the shortcomings that following：
(1) large area of steel plate uses the weight for increasing structure.
(2) need to use the very big girder steel of depth to meet the requirement of bending rigidity, increase the weight of structure.
(3) the corrosion resistance difference of steel is, it is necessary to take erosion-resisting measure.
Therefore, used by existing offshore platform steel construction structure type, mitigating weight, anticorrosion etc. still
There is the space of lifting.
The content of the invention
Embodiments of the invention provide a kind of combining structure of composite panel and steel member, and it can solve existing sea
The problem of weight used by upper mounting plate present in steel construction is big, and Corrosion Protection is poor.
In order to solve the above technical problems, present embodiments providing a kind of combining structure of composite panel and steel member, wrap
Include corrosion resistant top surface composite panel, corrosion resistant bottom surface composite panel, upper strata longitudinal direction steel member, lower floor's longitudinal direction steel structure
Part, lacing and packing material, the top surface composite panel and bottom surface composite panel are set upper and lower horizontal interval respectively
Put, form inner space between the two, upper strata longitudinal direction steel member, lower floor's longitudinal direction steel member, lacing and packing material are equal
It is arranged in the inner space；The top of upper strata longitudinal direction steel member is connected with the top surface composite panel, under described
The bottom of the longitudinal steel member of layer is connected with the bottom surface composite panel；The lacing be installed on upper strata longitudinal direction steel member with
Between lower floor's longitudinal direction steel member, the packing material is filled in all spaces of the inner space.
Further, the lacing is installed on upper strata longitudinal direction steel member in a manner of detachable or welding and indulged with lower floor
To between steel member.
Further, the lacing be removably installed in upper strata longitudinal direction steel member and lower floor's longitudinal direction steel member it
Between, also, the lacing and upper strata longitudinal direction steel member and the connecting position in the vertical direction of lower floor's longitudinal direction steel member
It is adjustable.
Further, first connecting portion is provided with the top of the lacing, the bottom of the lacing is provided with the second connection
Portion, some first connecting portions being vertically spaced apart, lower floor longitudinal direction steel are provided with the top of the steel member of the upper strata longitudinal direction
The bottom of component is provided with some second connecting portions being vertically spaced apart；First connecting portion at the top of the lacing can with it is described
Any one first connecting portion connection in the top of upper strata longitudinal direction steel member, the second connecting portion of the lacing bottom can with it is described
Any one second connecting portion connection in the bottom of lower floor's longitudinal direction steel member.
Further, the connected mode of the top surface composite panel and upper strata longitudinal direction steel member be bolt connection, it is Nian Jie
Or the welding of pre-buried steel part, the bottom surface composite panel with the connected mode of lower floor's longitudinal direction steel member is bolt connection, Nian Jie
Or pre-buried steel part welding.
Further, the longitudinal cross-section of upper strata longitudinal direction steel member and lower floor's longitudinal direction steel member is shaped as T-shaped, L
Type or groove profile.
Further, the packing material is heat preserving and insulating material, fire proofing material or cellular sandwich of layers.
Compared with prior art, beneficial effect is the present embodiment：The present embodiment has by composite panel and steel
Effect combination, there is provided a kind of new composite structure form that at sea can be used in engineering, the combining structure is easy to make, is made
It is common composite board and common shaped steel with material, design, cost of manufacture are relatively low；And the use of composite panel, lacing can subtract
Light construction weight.Also, the combining structure has good mechanical property and corrosion resistance, the knot such as wall, floor can be applied to
Structure.
Brief description of the drawings
One or more embodiments are illustrative by the picture in corresponding accompanying drawing, these exemplary theorys
The bright restriction not formed to embodiment, the element for having same reference numbers label in accompanying drawing are expressed as similar element, removed
Non- have a special statement, and composition does not limit the figure in accompanying drawing.
Fig. 1 is the schematic diagram of the structure of ribbed stiffener and section steel beam on a kind of steel plate of the prior art；
Fig. 2 is a kind of longitudinal section view signal of the combining structure of composite panel and steel member provided in an embodiment of the present invention
Figure.
Embodiment
In order that technical problems, technical solutions and advantages to be solved are more clearly understood, tie below
Drawings and Examples are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only
To explain the present invention, it is not intended to limit the present invention.
Fig. 2 is referred to, is a preferred embodiment provided by the invention, there is provided a kind of group of composite panel and steel member
Close structure, including corrosion resistant top surface composite panel 1, corrosion resistant bottom surface composite panel 2, upper strata longitudinal direction steel member 3, under
Layer longitudinal steel member 4, lacing 5 and packing material 6.
Above-mentioned top surface composite panel 1 and bottom surface composite panel 2 are upper and lower respectively to be horizontally spaced about, between the two
Form inner space.Upper strata longitudinal direction steel member 3, lower floor's longitudinal direction steel member 4, lacing 5 and packing material 6 may be contained within described
In portion space.
The edge of a wing 31 at the top of above-mentioned upper strata longitudinal direction steel member 3 is connected with top surface composite panel 1, lower floor's longitudinal direction steel member 4
The edge of a wing 41 of bottom is connected with bottom surface composite panel 2；Alternatively, the company of top surface composite panel 1 and upper strata longitudinal direction steel member 3
Mode is connect as bolt connection, bonding or the welding of pre-buried steel part, the connection of bottom surface composite panel 2 and lower floor's longitudinal direction steel member 4
Mode is bolt connection, bonding or the welding of pre-buried steel part.The longitudinal direction of upper strata longitudinal direction steel member 3 and lower floor's longitudinal direction steel member 4
The shapes such as being shaped as section is T-shaped, L-type or groove profile, such as shown in figure, it is shaped as groove profile.
Above-mentioned lacing 5 is installed between upper strata longitudinal direction steel member 3 and lower floor's longitudinal direction steel member 4, and packing material 6 is filled in interior
In all spaces in portion space.
In order to improve the thermal and insulating performance of combining structure, above-mentioned packing material 6 is heat preserving and insulating material, cellular sandwich
Layer has material of fire protecting performance etc..
The present embodiment passes through composite panel and the efficient combination of steel, there is provided a kind of at sea to use in engineering
New composite structure form, the combining structure is easy to make, and it is common composite board and common shaped steel to use material, design,
Cost of manufacture is relatively low；And the use of top surface composite panel 1, bottom surface composite panel 2 and lacing 5 can mitigate construction weight.
Also, the combining structure has good mechanical property and corrosion resistance, can be applied to the structures such as wall, floor.
Above-mentioned lacing is installed between upper strata longitudinal direction steel member and lower floor's longitudinal direction steel member in a manner of detachable or welding.
Optimally, in order to adjust the bending rigidity of combining structure, the lacing 5 of the present embodiment is removably installed in upper strata longitudinal direction steel structure
Between part 3 and lower floor's longitudinal direction steel member 4, also, lacing 5 and upper strata longitudinal direction steel member 3 and lower floor's longitudinal direction steel member 4 connect
Position in the vertical direction can adjust.By increasing or reducing the distance of upper strata longitudinal direction steel member 3 and lower floor's longitudinal direction steel member 4,
It easily can increase or reduce the bending rigidity of whole combining structure, so as to realize the function of regulation bending rigidity.
Further, the top of above-mentioned lacing 5 is provided with first connecting portion, and the bottom of lacing 5 is provided with second connecting portion.
The top of upper strata longitudinal direction steel member 3 is provided with some first connecting portions being vertically spaced apart, the bottom of lower floor's longitudinal direction steel member 4
It is provided with some second connecting portions being vertically spaced apart.The first connecting portion at the top of lacing 5 can be with upper strata longitudinal direction steel member 3
Any one first connecting portion connection in top, the second connecting portion of the bottom of lacing 5 can with the bottom of lower floor longitudinal direction steel member 4
Any one second connecting portion connection.In actual applications, above-mentioned connecting portion can be mounting hole, be used between two components
The mode that bolt wears mounting hole is realized and is detachably connected.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement made within refreshing and principle etc., should be included in the scope of the protection.
Claims (7)
- A kind of 1. combining structure of composite panel and steel member, it is characterised in that including corrosion resistant top surface composite panel, Corrosion resistant bottom surface composite panel, upper strata longitudinal direction steel member, lower floor's longitudinal direction steel member, lacing and packing material, the top Surface composite material plate and bottom surface composite panel is upper and lower respectively is horizontally spaced about, forms inner space between the two, described Upper strata longitudinal direction steel member, lower floor's longitudinal direction steel member, lacing and packing material may be contained within the inner space；The upper strata The top of longitudinal steel member is connected with the top surface composite panel, and bottom and the bottom surface of lower floor longitudinal direction steel member are answered Condensation material plate connects；The lacing is installed between upper strata longitudinal direction steel member and lower floor's longitudinal direction steel member, the filling material Material is filled in all spaces of the inner space.
- 2. combining structure as claimed in claim 1, it is characterised in that the lacing is installed in a manner of detachable or welding Between upper strata longitudinal direction steel member and lower floor's longitudinal direction steel member.
- 3. combining structure as claimed in claim 1, it is characterised in that the lacing is removably installed in the upper strata longitudinal direction Between steel member and lower floor's longitudinal direction steel member, also, the lacing and upper strata longitudinal direction steel member and lower floor's longitudinal direction steel structure The connecting position in the vertical direction of part can adjust.
- 4. combining structure as claimed in claim 3, it is characterised in that first connecting portion, institute are provided with the top of the lacing The bottom for stating lacing is provided with second connecting portion, is provided with and some is vertically spaced apart at the top of the steel member of the upper strata longitudinal direction First connecting portion, the bottom of lower floor longitudinal direction steel member are provided with some second connecting portions being vertically spaced apart；It is described to sew First connecting portion at the top of bar can be connected with any one first connecting portion in the top of upper strata longitudinal direction steel member, described to sew Second connecting portion in bar bottom can be connected with any one second connecting portion in the bottom of lower floor longitudinal direction steel member.
- 5. the combining structure as described in any one in claims 1 to 3, it is characterised in that the top surface composite panel with The connected mode of upper strata longitudinal direction steel member be bolt connection, bonding or pre-buried steel part welding, the bottom surface composite panel with The connected mode of lower floor's longitudinal direction steel member is bolt connection, bonding or the welding of pre-buried steel part.
- 6. the combining structure as described in any one in Claims 1-4, it is characterised in that upper strata longitudinal direction steel member with And the longitudinal cross-section of lower floor's longitudinal direction steel member is shaped as T-shaped, L-type or groove profile.
- 7. the combining structure as described in any one in Claims 1-4, it is characterised in that the packing material is thermal insulation separation Hot material, fire proofing material or cellular sandwich of layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711123759.9A CN107882006A (en) | 2017-11-14 | 2017-11-14 | A kind of combining structure of composite panel and steel member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711123759.9A CN107882006A (en) | 2017-11-14 | 2017-11-14 | A kind of combining structure of composite panel and steel member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107882006A true CN107882006A (en) | 2018-04-06 |
Family
ID=61776698
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711123759.9A Pending CN107882006A (en) | 2017-11-14 | 2017-11-14 | A kind of combining structure of composite panel and steel member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107882006A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111636398A (en) * | 2020-06-10 | 2020-09-08 | 上海交通大学 | Combined composite board for superstructure of ocean platform |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09207251A (en) * | 1996-02-02 | 1997-08-12 | Asahi Glass Eng Kk | Corrosion resistant composite base material and its manufacture |
| CN202299355U (en) * | 2012-02-16 | 2012-07-04 | 山东锦城钢结构有限责任公司 | Longspan/overhanging steel structure work support bracket |
| CN202324182U (en) * | 2011-11-22 | 2012-07-11 | 中国建筑技术集团有限公司 | Steel-framework concrete structural system |
| CN203654617U (en) * | 2013-08-19 | 2014-06-18 | 潘旭鹏 | Roof board |
| CN106481001A (en) * | 2015-08-25 | 2017-03-08 | 集佳绿色建筑科技有限公司 | A kind of lightgage steel joist pump pours slurry battenboard filling wall and preparation method thereof |
| CN206110462U (en) * | 2016-08-30 | 2017-04-19 | 河北众鹏新材料科技有限公司 | Building wall is with compound prefabricated panel |
| CN207685811U (en) * | 2017-11-14 | 2018-08-03 | 中建钢构有限公司 | A kind of composite structure of composite panel and steel member |
-
2017
- 2017-11-14 CN CN201711123759.9A patent/CN107882006A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09207251A (en) * | 1996-02-02 | 1997-08-12 | Asahi Glass Eng Kk | Corrosion resistant composite base material and its manufacture |
| CN202324182U (en) * | 2011-11-22 | 2012-07-11 | 中国建筑技术集团有限公司 | Steel-framework concrete structural system |
| CN202299355U (en) * | 2012-02-16 | 2012-07-04 | 山东锦城钢结构有限责任公司 | Longspan/overhanging steel structure work support bracket |
| CN203654617U (en) * | 2013-08-19 | 2014-06-18 | 潘旭鹏 | Roof board |
| CN106481001A (en) * | 2015-08-25 | 2017-03-08 | 集佳绿色建筑科技有限公司 | A kind of lightgage steel joist pump pours slurry battenboard filling wall and preparation method thereof |
| CN206110462U (en) * | 2016-08-30 | 2017-04-19 | 河北众鹏新材料科技有限公司 | Building wall is with compound prefabricated panel |
| CN207685811U (en) * | 2017-11-14 | 2018-08-03 | 中建钢构有限公司 | A kind of composite structure of composite panel and steel member |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111636398A (en) * | 2020-06-10 | 2020-09-08 | 上海交通大学 | Combined composite board for superstructure of ocean platform |
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| 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 |
Application publication date: 20180406 |
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| RJ01 | Rejection of invention patent application after publication |