CN106743144A - A kind of novel steel tube supporting girder structure - Google Patents
A kind of novel steel tube supporting girder structure Download PDFInfo
- Publication number
- CN106743144A CN106743144A CN201611187443.1A CN201611187443A CN106743144A CN 106743144 A CN106743144 A CN 106743144A CN 201611187443 A CN201611187443 A CN 201611187443A CN 106743144 A CN106743144 A CN 106743144A
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- China
- Prior art keywords
- support
- tubular beam
- steel
- steel tubular
- hinged
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- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G21/00—Supporting or protective framework or housings for endless load-carriers or traction elements of belt or chain conveyors
- B65G21/02—Supporting or protective framework or housings for endless load-carriers or traction elements of belt or chain conveyors consisting essentially of struts, ties, or like structural elements
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention provides a kind of novel steel tube supporting girder structure, including hinged-support, steel tubular beam and support mechanism, the hinged-support is fixed on the ground, the hinged-support is fixedly connected with steel tubular beam one end circumference side by support, the hinged-support respectively sets one at the steel tubular beam two ends, the steel tubular beam is be arranged in parallel two, and the support mechanism is disposed in the steel tubular beam by channel-section steel.A kind of novel steel tube supporting girder structure described in the invention makes full use of steel-tube construction stress-bearing capability in itself, simplify tradition steel truss structure, ensure safe transport simultaneously, the horizontal pull that adhesive tape operating generation can be slowed down in course of conveying brings stress impact to truss structure, delays truss service life.
Description
Technical field
The invention belongs to material transfer equipment technical field, more particularly, to a kind of novel steel tube sub-truss knot
Structure.
Background technology
Truss is a kind of structure for passing through welding, riveting or bolt connection by rod member.The steel knot in existing technology
Structure truss is typically welded using channel-section steel with angle steel, is supported by upper lower edge, steel construction is had the ability for undertaking load.Existing weldering
Connect that formula steel structure truss rolled steel dosage big, high cost, stability are poor, welding job amount is big and quality requirement is high, and processing difficulties are led
Cause operating efficiency reduction.
Innovation and creation content
In view of this, the invention is directed to a kind of novel steel tube supporting girder structure, makes full use of steel-tube construction
The stress-bearing capability of truss, simplifies tradition just truss structure, reduces processing and Material Cost, shortens installation period, more energy-conservation
It is environmentally friendly, safe and reliable.
To reach above-mentioned purpose, what the technical scheme of the invention was realized in：
A kind of novel steel tube supporting girder structure, including hinged-support, steel tubular beam and support mechanism, the hinged-support are fixed on
On ground, the hinged-support is fixedly connected with steel tubular beam one end circumference side by support, and the hinged-support is in the steel
Guan Liang two ends respectively set one, and the steel tubular beam be arranged in parallel two, and the support mechanism is disposed on described by channel-section steel
In steel tubular beam.
Further, the cradle bottom surface and the hinged-support bolt connection, the rack upper surface and the steel tubular beam
One end circumference side is integrally molded.
Further, the hinged-support rotating shaft is axially vertical with the steel tubular beam bearing of trend.
Further, multigroup steel tubular beam be arrangeding in parallel, multigroup steel pipe are laid along same axis on the ground
There is space between beam.
Further, the support mechanism includes supporting leg middle frame, entablature and sill, and the supporting leg middle frame is fixed
In the steel tubular beam, the sill is fixed between two supporting leg middle frame bottoms, described entablature one end and institute
State supporting leg middle frame top to be fixedly connected, the entablature bearing of trend is consistent with the steel tubular beam bearing of trend, the lower horizontal stroke
Beam is used for support snub pulley, and the entablature is used for support upper supporting roller.
Further, laying aisle crossbeam is spaced on the steel tubular beam bearing of trend, for facilitating maintainer to carry out
Patrol and examine, the aisle crossbeam is welded or bolt connection with the steel tubular beam, the aisle cross rail outer fixedly mounts protective plate, protect
Shield maintainer's safety.
Further, the aisle crossbeam upper berth is set up defences sliding catwalk.
Further, the aisle crossbeam is laid in a steel tubular beam or symmetrical laying is in two for be arrangeding in parallel
In the steel tubular beam, laying can be needed to go to crossbeam accordingly according to maintenance.
Relative to prior art, a kind of novel steel tube supporting girder structure described in the invention has the advantage that：
(1) a kind of novel steel tube supporting girder structure described in the invention makes full use of steel-tube construction stress in itself
Ability, simplifies tradition steel truss structure, while ensureing safe transport.
(2) a kind of novel steel tube supporting girder structure described in the invention can slow down adhesive tape fortune in course of conveying
Raw horizontal pull of changing the line of production brings stress impact to truss structure, delays truss service life.
Brief description of the drawings
The accompanying drawing for constituting the part of the invention is used for providing further understanding the invention, present invention wound
The schematic description and description made does not constitute the improper restriction to the invention for explaining the invention.
In accompanying drawing：
Fig. 1 is a kind of novel steel tube supporting girder structure main structure diagram described in the invention embodiment；
Fig. 2 is a kind of novel steel tube supporting girder structure side structure schematic view described in the invention embodiment；
Fig. 3 be the invention embodiment described in a kind of novel steel tube supporting girder structure side-looking structure A at amplification show
It is intended to.
Description of reference numerals：
1- hinged-supports；2- steel tubular beams；3- supports mechanism；4- supports；5- supporting leg middle frames；6- entablatures；7- sills；8-
Aisle crossbeam；9- protective plates；10- catwalks.
Specific embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the invention can
To be mutually combined.
In the description of the invention, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " on ", D score,
The orientation or position relationship of the instruction such as "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outward " are
Based on orientation shown in the drawings or position relationship, it is for only for ease of description the invention and simplifies description, rather than instruction
Or imply that the device or element of meaning with specific orientation, with specific azimuth configuration and operation, therefore must not be understood that
It is the limitation to the invention.
, it is necessary to explanation, unless otherwise clearly defined and limited, term " is pacified in the description of the invention
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or integratedly
Connection；Can mechanically connect, or electrically connect；Can be joined directly together, it is also possible to be indirectly connected to by intermediary,
Can be two connections of element internal.For the ordinary skill in the art, can be by concrete condition understanding
State concrete meaning of the term in the invention.
Describe the invention in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
As shown in Figure 1-2, a kind of novel steel tube supporting girder structure, including hinged-support 1, steel tubular beam 2 and support mechanism 3,
The hinged-support 1 is fixed on the ground, and the hinged-support 1 is fixed by support 4 with one end circumference side of the steel tubular beam 2 and connected
Connect, the hinged-support 1 respectively sets one at the two ends of the steel tubular beam 2, and the steel tubular beam 2 be arranged in parallel two, the support machine
Structure 3 is disposed in the steel tubular beam 2 by channel-section steel.
Justify with the one end of the steel tubular beam 2 bottom surface of the support 4 and the bolt connection of the hinged-support 1, the upper surface of the support 4
All sides are integrally molded, increase the steadiness of the support of steel tubular beam 2, make full use of the stress performance that steel pipe is good.
The rotating shaft of the hinged-support 1 is axially vertical with the bearing of trend of the steel tubular beam 2, i.e., described hinged-support can drive described
Steel tubular beam 2 can effectively slow down the horizontal pull produced in adhesive tape course of conveying to purlin along adhesive tape conveying direction small angle oscillation
The stress impact that frame brings, so as to protect truss, extends its service life.
Multigroup steel tubular beam 2 be arrangeding in parallel is laid along same axis on the ground, is deposited between multigroup steel tubular beam 2
In space, the steel pipe beam length is 10m-20m, and steel pipe specification calculates selected according to conveyer specification and the different of load.
The support mechanism 3 includes supporting leg middle frame 5, entablature 6 and sill 7, and the supporting leg middle frame 5 is fixed on institute
State in steel tubular beam 2, the sill 7 is fixed between two bottoms of supporting leg middle frame 5, the one end of the entablature 6 and institute
State the top of supporting leg middle frame 5 to be fixedly connected, the bearing of trend of the entablature 6 is consistent with the bearing of trend of the steel tubular beam 2, it is described under
Crossbeam 7 is used for support snub pulley, and the entablature 6 is used for support upper supporting roller.
Laying aisle crossbeam 8, for facilitating maintainer to be patrolled and examined, institute are spaced on the bearing of trend of the steel tubular beam 2
State aisle crossbeam 8 to be welded with the steel tubular beam 2 or bolt connection, the outside of the aisle crossbeam 8 fixed installation protective plate 9, protection
Maintainer's safety.
The upper berth of aisle crossbeam 8 is set up defences sliding catwalk 10.
The aisle crossbeam 8 is laid in a steel tubular beam 2 or symmetrical laying is in two steel be arrangeding in parallel
On pipe beam 2, laying can be needed to go to crossbeam 8 accordingly according to maintenance.
The preferred embodiment of the invention is the foregoing is only, creation is not intended to limit the invention, it is all at this
Within the spirit and principle of innovation and creation, any modification, equivalent substitution and improvements made etc. should be included in the invention
Protection domain within.
Claims (8)
1. a kind of novel steel tube supporting girder structure, including hinged-support (1), steel tubular beam (2) and support mechanism (3), its feature exist
In：The hinged-support (1) fixes on the ground, and the hinged-support (1) passes through support with the steel tubular beam (2) one end circumference side
(4) it is fixedly connected, the hinged-support (1) respectively sets one at the steel tubular beam (2) two ends, and the steel tubular beam (2) be arranged in parallel
Two, the support mechanism (3) is disposed in the steel tubular beam (2) by channel-section steel.
2. a kind of novel steel tube supporting girder structure according to claim 1, it is characterised in that：Support (4) bottom surface
With the hinged-support (1) bolt connection, support (4) upper surface is integrally molded with the steel tubular beam (2) one end circumference side.
3. a kind of novel steel tube supporting girder structure according to claim 1, it is characterised in that：The hinged-support (1) turns
Axle is axially vertical with the steel tubular beam (2) bearing of trend.
4. a kind of novel steel tube supporting girder structure according to claim 1, it is characterised in that：On the ground along same axle
Line lays multigroup steel tubular beam (2) be arrangeding in parallel.
5. a kind of novel steel tube supporting girder structure according to claim 1, it is characterised in that：The support mechanism (3)
Including supporting leg middle frame (5), entablature (6) and sill (7), the supporting leg middle frame (5) is fixed on the steel tubular beam (2)
On, the sill (7) is fixed between two supporting leg middle frame (5) bottoms, described entablature (6) one end and the branch
Leg middle frame (5) top is fixedly connected, and entablature (6) bearing of trend is consistent with the steel tubular beam (2) bearing of trend.
6. a kind of novel steel tube supporting girder structure according to claim 1, it is characterised in that：In the steel tubular beam (2)
Laying aisle crossbeam (8) is spaced on bearing of trend, the aisle crossbeam (8) is welded or bolt connection with the steel tubular beam (2), institute
State aisle crossbeam (8) outside fixed installation protective plate (9).
7. a kind of novel steel tube supporting girder structure according to claim 6, it is characterised in that：The aisle crossbeam (8)
Upper berth is set up defences sliding catwalk (10).
8. a kind of novel steel tube supporting girder structure according to claim 6, it is characterised in that：The aisle crossbeam (8)
It is laid on a steel tubular beam (2) or symmetrical laying is on two steel tubular beams (2) be arrangeding in parallel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611187443.1A CN106743144A (en) | 2016-12-20 | 2016-12-20 | A kind of novel steel tube supporting girder structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611187443.1A CN106743144A (en) | 2016-12-20 | 2016-12-20 | A kind of novel steel tube supporting girder structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106743144A true CN106743144A (en) | 2017-05-31 |
Family
ID=58896466
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611187443.1A Pending CN106743144A (en) | 2016-12-20 | 2016-12-20 | A kind of novel steel tube supporting girder structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106743144A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107363610A (en) * | 2017-08-15 | 2017-11-21 | 中冶辽宁德龙钢管有限公司 | A kind of offline carrying method of assembled moving trustship device and steel pipe |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0509145A1 (en) * | 1991-04-16 | 1992-10-21 | PWH Anlagen + Systeme GmbH | Supporting structure for guiding belt conveyors particularly tubular belt conveyors |
| CN201573964U (en) * | 2009-04-03 | 2010-09-08 | 生态科技贸易有限责任公司 | Transmission belt bracket |
| CN203410941U (en) * | 2013-08-13 | 2014-01-29 | 四川广旺能源发展（集团）有限责任公司机械制造分公司 | Rotating belt conveyer |
| CN203452185U (en) * | 2013-09-04 | 2014-02-26 | 成都城电电力工程设计有限公司 | High-strength steel tube beam endless support polygonal frame |
| CN205293970U (en) * | 2015-12-28 | 2016-06-08 | 郑州市长城机器制造有限公司 | Belt conveyor |
-
2016
- 2016-12-20 CN CN201611187443.1A patent/CN106743144A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0509145A1 (en) * | 1991-04-16 | 1992-10-21 | PWH Anlagen + Systeme GmbH | Supporting structure for guiding belt conveyors particularly tubular belt conveyors |
| CN201573964U (en) * | 2009-04-03 | 2010-09-08 | 生态科技贸易有限责任公司 | Transmission belt bracket |
| CN203410941U (en) * | 2013-08-13 | 2014-01-29 | 四川广旺能源发展（集团）有限责任公司机械制造分公司 | Rotating belt conveyer |
| CN203452185U (en) * | 2013-09-04 | 2014-02-26 | 成都城电电力工程设计有限公司 | High-strength steel tube beam endless support polygonal frame |
| CN205293970U (en) * | 2015-12-28 | 2016-06-08 | 郑州市长城机器制造有限公司 | Belt conveyor |
Non-Patent Citations (1)
| Title |
|---|
| 张振文: "《带式输送机工程设计与应用》", 31 January 2015, 冶金工业出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107363610A (en) * | 2017-08-15 | 2017-11-21 | 中冶辽宁德龙钢管有限公司 | A kind of offline carrying method of assembled moving trustship device and steel pipe |
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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 | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20220901 Address after: 053000 No. 6, Zhangxin Industrial Zone, Zaoqiang County, Hengshui City, Hebei Province Applicant after: Zhongrui Heavy Industry Co.,Ltd. Address before: 300384-3-501-f, building B-8, No. 16, Haitai development fifth road, Huayuan Industrial Zone (outside the ring), high tech Zone, Binhai New Area, Tianjin Applicant before: NENGLIFANG (TIANJIN) ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. |
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| TA01 | Transfer of patent application right |