CN203770852U - Multi-deck integrated pipe frame structure - Google Patents
Multi-deck integrated pipe frame structure Download PDFInfo
- Publication number
- CN203770852U CN203770852U CN201420158923.5U CN201420158923U CN203770852U CN 203770852 U CN203770852 U CN 203770852U CN 201420158923 U CN201420158923 U CN 201420158923U CN 203770852 U CN203770852 U CN 203770852U
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- CN
- China
- Prior art keywords
- steel
- steel truss
- truss
- pipe frame
- gooseneck
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 55
- 239000010959 steel Substances 0.000 claims abstract description 55
- 244000261422 Lysimachia clethroides Species 0.000 claims description 37
- 239000005435 mesosphere Substances 0.000 claims description 9
- 238000004804 winding Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 3
- 230000002146 bilateral effect Effects 0.000 abstract 1
- 230000007547 defect Effects 0.000 abstract 1
- 241000272165 Charadriidae Species 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005272 metallurgy Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to a multi-deck integrated pipe frame structure comprising a left steel truss and a right steel truss. The left steel truss and the right steel truss in bilateral symmetry are arranged in the longitudinal direction of a pipe frame. Steel web members are arranged between upper and lower chord members of each of the left and right steel trusses. Upper chord horizontal steel braces and top steel beams are connected between the upper chord members of the left and right steel trusses; lower chord horizontal steel braces and bottom steel beams are connected between the lower chord members of the left and right steel trusses; middle steel beams are arranged between the web members of the left and right steel trusses. The multi-deck integrated pipe frame structure based on structural bearing capacity of the steel trusses has the advantages that materials are saved, the structure is light in weight, the appearance is attractive, pipe supports are simple and reliable to connect, the requirement for multi-deck pipe laying is met, the pipe frame is compact and highly modern, and the defects of the traditional pipe frame can be overcome.
Description
Technical field
The utility model belongs to technical field of civil engineering, relates to a kind of pipe frame structure, especially a kind of multilayer integrated pipe frame structure.
Background technique
In electric power, metallurgy, chemical industry and oil play, owing to building the anxiety in place and the requirement of technique, built on stilts the laying of pipeline is common ways and means.And support of pipelines is many as a kind of quantity, distribute wide, the different unique construction of form function, be widely used in the support structure system of aerial pipeline.
The support of pipelines of prior art is more has adopted longitudinal beam type integrated pipe frame structure, although it can meet the requirement that multi-layer piping lays, its rolled steel dosage is more, and cost is higher, aesthetic property is not strong.And owner wishes that integrated pipe frame becomes one beautiful landscape design of modernization plant area, beautiful shape and there is good Technical Economy.Therefore need a kind of Technological Economy reasonable, system is simple, beautiful shape, the multilayer integrated pipe frame structure that modern sense is strong.
Model utility content
The purpose of this utility model is to overcome the shortcoming of above-mentioned prior art, and a kind of multilayer integrated pipe frame structure is provided, and it saves material based on steel truss structure load, and structure is light and handy, beautiful shape; It is simple, reliable that pipe support connects, and meets the requirement that multi-layer piping lays, and pipe support is compact, and modern sense is strong, can overcome the deficiency of traditional pipe support.
The purpose of this utility model solves by the following technical programs:
This multilayer integrated pipe frame structure, comprises symmetrical left Steel Truss and the right Steel Truss along pipe support, longitudinally arranged, between described left Steel Truss and the top-bottom chord of right Steel Truss, is respectively arranged with steel web member; Between the winding up of described left Steel Truss and right Steel Truss, be connected with wind up Horizontal steelwork bracing and top layer gooseneck, between lower edge, be connected with lower edge Horizontal steelwork bracing and bottom gooseneck, between left Steel Truss and the web member of right Steel Truss, be provided with mesosphere gooseneck.
The upper and lower chord member of above-mentioned left Steel Truss and right Steel Truss is steel pipe.
The steel web member arranging between above-mentioned left Steel Truss and the top-bottom chord of right Steel Truss is steel pipe.
Above-mentioned gooseneck is I-steel or H shaped steel.
Between the steel web member of above-mentioned left Steel Truss and right Steel Truss and top layer, bottom gooseneck, be provided with bearing diagonal steel pipe.
The upper and lower chord member of above-mentioned left Steel Truss and right Steel Truss adopts fillet weld to be connected with top layer, bottom gooseneck.
The steel web member of above-mentioned left Steel Truss and right Steel Truss adopts fillet weld to be connected with mesosphere gooseneck.
Above-mentioned bearing diagonal steel pipe adopts weld all around weld seam in four sides to be connected with the web member of left Steel Truss, right Steel Truss with top layer, bottom gooseneck.
The utlity model has following beneficial effect fruit:
Integrated pipe frame structure of the present utility model is light and handy, and beautiful shape is simple and practical.Adopt steel pipe truss structures to take full advantage of Steel Truss bearing capacity, reduced rolled steel dosage, reduced plant area's earthwork evacuation amount and foundation engineering amount, solved the problem that built on stilts channelling is crossed over general obstacle simultaneously, pipe support aesthetic property is strong; Arrangement technology pipeline on shaped steel crossbeam, it is simple, reliable that bearing connects; Multi-layered type gooseneck is laterally connected with Steel Truss, and power transmission is clear and definite, has solved the requirement that multi-layer piping lays, and pipe support is compact, conserve space.Therefore the utility model is simple and practical, lightly compact, saves material, beautiful shape, and modern sense is strong.
Accompanying drawing explanation
Fig. 1 is lateral structure schematic diagram of the present utility model;
Fig. 2 is A-A sectional drawing of Fig. 1;
Fig. 3 is B-B sectional drawing of Fig. 1;
Fig. 4 is C-C sectional drawing of Fig. 1;
Fig. 5 is D-D sectional drawing of Fig. 1;
Fig. 6 is E-E sectional drawing of Fig. 5;
Fig. 7 is F-F sectional drawing of Fig. 5;
Fig. 8 is G-G sectional drawing of Fig. 5.
Wherein: 1 left Steel Truss; 2 left truss lower booms; 3 left pricncipal rafters; 4 left truss web; 5 mesosphere goosenecks; 6 bottom goosenecks; 7 top layer goosenecks; 8 right Steel Trusss; 9 right truss web; 10 Horizontal steelwork bracing bars; 11 right truss lower booms; 12 right pricncipal rafters; 13 Horizontal steelwork bracing connecting plates; 14 bearing diagonal steel pipes.
Embodiment
Multilayer integrated pipe frame structure of the present utility model, comprises symmetrical left Steel Truss 1 and the right Steel Truss 8 along pipe support, longitudinally arranged, between left Steel Truss 1 and the top-bottom chord of right Steel Truss 8, is respectively arranged with steel web member; Between the winding up of left Steel Truss 1 and right Steel Truss 8, be connected with wind up Horizontal steelwork bracing and top layer gooseneck, between lower edge, be connected with lower edge Horizontal steelwork bracing and bottom gooseneck, between left Steel Truss 1 and the web member of right Steel Truss 8, be provided with mesosphere gooseneck.
Further, in preferred embodiment of the present utility model, the upper and lower chord member of left Steel Truss 1 and right Steel Truss 8 is steel pipe.The steel web member arranging between left Steel Truss 1 and the top-bottom chord of right Steel Truss 8 is steel pipe.Gooseneck is I-steel or H shaped steel.Between the steel web member of left Steel Truss 1 and right Steel Truss 8 and top layer, bottom gooseneck, be provided with bearing diagonal steel pipe.The upper and lower chord member of left Steel Truss 1 and right Steel Truss 8 adopts fillet weld to be connected with top layer, bottom gooseneck.The steel web member of left Steel Truss 1 and right Steel Truss 8 adopts fillet weld to be connected with mesosphere gooseneck.Bearing diagonal steel pipe adopts weld all around weld seam in four sides to be connected with the web member of left Steel Truss 1, right Steel Truss 8 with top layer, bottom gooseneck.
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Referring to Fig. 1-8, multilayer integrated pipe frame structure of the present utility model, left Steel Truss 1 comprises left truss lower boom 2, left pricncipal rafter 3 and left truss web 4; Described right Steel Truss 8 comprises right truss lower boom 11, right pricncipal rafter 12 and right truss web 9; Between left truss lower boom 2 and right truss lower boom 11, be provided with Horizontal steelwork bracing bar 10 and bottom gooseneck 6; Between left pricncipal rafter 3 and right pricncipal rafter 12, be provided with Horizontal steelwork bracing bar 10 and top layer gooseneck 7; Horizontal steelwork bracing bar 10 is connected by Horizontal steelwork bracing connecting plate 13 with the upper and lower chord member part of left and right Steel Truss respectively, the upper and lower chord member part of Horizontal steelwork bracing bar 10 and left and right Steel Truss adopts twin fillet wolt to be connected with Horizontal steelwork bracing connecting plate 13 respectively, left truss lower boom 2 adopts twin fillet wolt to be connected with bottom gooseneck 6 respectively with right truss lower boom 11, and left pricncipal rafter 3 adopts twin fillet wolt to be connected with top layer gooseneck 7 respectively with right pricncipal rafter 12; Between left truss web 4 and right truss web 9, be provided with mesosphere gooseneck 5, left truss web 4 adopts twin fillet wolt to be connected with mesosphere gooseneck 5 respectively with right truss web 9.
As further improvement of the utility model, described left truss web 4 and right truss web 9 are respectively and bearing diagonal steel pipe 14 is set between bottom gooseneck 6; Strengthened the global stability of left Steel Truss 1 and right Steel Truss 8.
As further improvement of the utility model, described left truss web 4 and right truss web 9 are respectively and bearing diagonal steel pipe 14 is set between top layer gooseneck 7; Strengthened the global stability of left Steel Truss 1 and right Steel Truss 8.
As further improvement of the utility model, described bearing diagonal steel pipe 14 adopts weld all around weld seam in four sides to be connected with left and right Steel Truss web member and top layer, bottom gooseneck.
Claims (8)
1. a multilayer integrated pipe frame structure, is characterized in that, comprises symmetrical left Steel Truss (1) and the right Steel Truss (8) along pipe support, longitudinally arranged, between described left Steel Truss (1) and the top-bottom chord of right Steel Truss (8), is respectively arranged with steel web member; Between the winding up of described left Steel Truss (1) and right Steel Truss (8), be connected with wind up Horizontal steelwork bracing and top layer gooseneck, between lower edge, be connected with lower edge Horizontal steelwork bracing and bottom gooseneck, between left Steel Truss (1) and the web member of right Steel Truss (8), be provided with mesosphere gooseneck.
2. multilayer integrated pipe frame structure according to claim 1, is characterized in that, the upper and lower chord member of described left Steel Truss (1) and right Steel Truss (8) is steel pipe.
3. multilayer integrated pipe frame structure according to claim 1, is characterized in that, the steel web member arranging between described left Steel Truss (1) and the top-bottom chord of right Steel Truss (8) is steel pipe.
4. multilayer integrated pipe frame structure according to claim 1, is characterized in that, described gooseneck is I-steel or H shaped steel.
5. multilayer integrated pipe frame structure according to claim 1, is characterized in that, between the steel web member of described left Steel Truss (1) and right Steel Truss (8) and top layer, bottom gooseneck, is provided with bearing diagonal steel pipe.
6. according to the multilayer integrated pipe frame structure described in claim 1,2 or 4, it is characterized in that, the upper and lower chord member of described left Steel Truss (1) and right Steel Truss (8) adopts fillet weld to be connected with top layer, bottom gooseneck.
7. according to the multilayer integrated pipe frame structure described in claim 1,2 or 4, it is characterized in that, the steel web member of described left Steel Truss (1) and right Steel Truss (8) adopts fillet weld to be connected with mesosphere gooseneck.
8. according to the multilayer integrated pipe frame structure described in claim 1,2 or 5, it is characterized in that, described bearing diagonal steel pipe adopts weld all around weld seam in four sides to be connected with the web member of left Steel Truss (1), right Steel Truss (8) with top layer, bottom gooseneck.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420158923.5U CN203770852U (en) | 2014-04-02 | 2014-04-02 | Multi-deck integrated pipe frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420158923.5U CN203770852U (en) | 2014-04-02 | 2014-04-02 | Multi-deck integrated pipe frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203770852U true CN203770852U (en) | 2014-08-13 |
Family
ID=51288043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420158923.5U Expired - Lifetime CN203770852U (en) | 2014-04-02 | 2014-04-02 | Multi-deck integrated pipe frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203770852U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110594491A (en) * | 2019-08-23 | 2019-12-20 | 中衡设计集团股份有限公司 | Assembled series pipeline support |
| CN111424811A (en) * | 2020-04-30 | 2020-07-17 | 陕西建工集团股份有限公司 | Steel frame structure of greenhouse |
-
2014
- 2014-04-02 CN CN201420158923.5U patent/CN203770852U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110594491A (en) * | 2019-08-23 | 2019-12-20 | 中衡设计集团股份有限公司 | Assembled series pipeline support |
| CN111424811A (en) * | 2020-04-30 | 2020-07-17 | 陕西建工集团股份有限公司 | Steel frame structure of greenhouse |
| CN111424811B (en) * | 2020-04-30 | 2024-04-16 | 陕西建工集团股份有限公司 | Greenhouse steel frame structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHINA ENERGY ENGINEERING GROUP SHAANXI ELECTRIC PP Free format text: FORMER NAME: SHAANXI ELECTRIC POWER DESIGN INSTITUTE |
|
| CP03 | Change of name, title or address |
Address after: Huan Cheng Nan Lu, Beilin District 710054 East Shaanxi city of Xi'an province No. 50 Patentee after: CEEC SHAANXI ELECTRIC POWER DESIGN INSTITUTE Address before: 710054 Xi'an, Shaanxi, Xiang Xiang Road, No. 99 Patentee before: Shaanxi Electric Power Design Institute |
|
| CX01 | Expiry of patent term |
Granted publication date: 20140813 |
|
| CX01 | Expiry of patent term |