CN106144418A - A kind of modularity trestle and construction method thereof - Google Patents
A kind of modularity trestle and construction method thereof Download PDFInfo
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- CN106144418A CN106144418A CN201610548094.5A CN201610548094A CN106144418A CN 106144418 A CN106144418 A CN 106144418A CN 201610548094 A CN201610548094 A CN 201610548094A CN 106144418 A CN106144418 A CN 106144418A
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- trestle
- modularity
- fixed
- bearing
- column
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- 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
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention provides a kind of modularity trestle, it includes that superstructure, bearing and supporting leg, described superstructure are arranged on described bearing, and described bearing is arranged on described supporting leg；Described superstructure includes floor system, wall system, built-in system and Roof system；Described wall system is connected with described floor system, and described built-in system is connected with described wall system, and described Roof system is connected with described built-in system.The present invention also provides for the construction method of this modularity trestle a kind of.The modularity trestle labor of the present invention stressing conditions of trestle, according to stressing conditions, trestle is designed, the stress making whole trestle is transmitted layer by layer, finally it is transferred to ground, thus avoid the occurrence of that certain parts stress of trestle is excessive and the problem that easily breaks down, extend service life and maintenance cycle.
Description
Technical field
The present invention relates to transport field, particularly relate to a kind of modularity trestle for ribbon conveyer.
Background technology
Belt conveyor system generally uses open material transportation at present, and in transportation, material is typically exposed to air
In.Running into sleet, strong wind weather, material can be contaminated, and seriously can affect quality of material, and strong wind also can blow away one simultaneously
Partial material causes loss of material.Secondly, in transportation, material exposes can cause environmental pollution in atmosphere；Sub-band again
Formula conveyer transportation range is long, keeps in repair extremely inconvenience after breaking down.
Patent CN104294750 discloses a kind of modularity haulage gantry, and it is to be joined by bolt by some unit modules
Connect, composition conveying corridor, then set ribbon conveyer at conveying corridor middle berth.Closing storehouse is the main body of unit module, by channel-section steel,
Angle steel, color steel top cover, color steel top board, profiled sheet wall, skeleton, concrete floor composition.Wherein ribbon conveyer passes through type
Steel is connected with support, and the gravity of the gravity of such ribbon conveyer itself and the material of conveying all acts on support, support
Stress the biggest and uneven, be susceptible to fault.
Therefore it provides the trestle of a kind of safe and reliable, use and easy construction is technical problem urgently to be resolved hurrily.
Summary of the invention
Based on above-mentioned deficiency, the invention provides a kind of new modularity trestle and construction method thereof.This modularity trestle
Active force is transmitted successively, is finally transferred to ground, it is to avoid whole trestle local pressure is excessive and the fault that produces.
The present invention adopts the following technical scheme that
A kind of modularity trestle, it includes that superstructure, bearing and supporting leg, described superstructure are arranged on described bearing
On, described bearing is arranged on described supporting leg；
Described superstructure includes floor system, wall system, built-in system and Roof system；Described wall system and institute
Stating floor system to be connected, described built-in system is connected with described wall system, described Roof system and described built-in system
It is connected；
Described floor system includes flooring skeleton and the walkway board being laid on described flooring skeleton；
Described wall system includes that column and metope steel plate, described column and described metope Interal fixation are at described bearing
On；
Described built-in system includes upper beam, cable frame and fire-fighting wash tub pipe, described cable frame and fire-fighting punching
Wash water pipe is arranged in described upper beam, and described upper beam is fixed on described column；
Described Roof system includes roof boarding and maintenance component, and described roof boarding is fixed on described vertical by described maintenance component
On post and described upper beam.
Technical scheme can also carry out following improvement on the basis of technique scheme:
Further, described flooring skeleton includes that lower beam and bottom longitudinal direction girder, described bottom longitudinal direction girder are fixed
At the two ends of described lower beam, described bottom longitudinal direction girder is fixed on described bearing, described walkway board be fixed on described under
On portion's crossbeam.
Further, described flooring skeleton also include bottom longitudinal direction secondary beam, described bottom longitudinal direction secondary beam be fixed on described under
On portion's crossbeam.
Further, described wall system also includes that accommodation rail, described accommodation rail are fixed on described column.
Further, described maintenance component includes middle part maintenance component and end maintenance component, and described roof boarding passes through institute
Stating end maintenance component to be fixed on described column, described roof boarding is fixed on described upper lateral by described middle part maintenance component
Liang Shang.
Further, described column includes that straightway and arc, described straightway are fixed on described bearing, described room
Panel is fixed on described arc.
Further, described bearing is rolling bearing bearing.
It is another object of the present invention to be achieved through the following technical solutions:
The construction method of above-mentioned modularity trestle, comprises the steps:
S100: assemble superstructure；Assemble floor system, wall system, built-in system and Roof system successively to be formed
Described superstructure；
S200: be connected with bearing formation trestle module group by described superstructure；
S300: described trestle module group is moved to construction site；
S400: install supporting leg at construction location；
S500: described trestle module group is arranged on the construction that can complete modularity trestle on described supporting leg.
Further, the step regulating bearing angle is also included after step S500.
Further, described assembling superstructure specifically includes following step:
S110: lower beam, bottom longitudinal direction girder and bottom longitudinal direction secondary beam are in turn connected to form flooring skeleton, then
Walkway board is laid on described flooring skeleton；
S120: column is arranged on the longitudinal direction girder of described bottom；Then metope steel plate is arranged on described column also
Metope steel plate is made to be connected with described bottom longitudinal direction girder；
S130: upper beam is arranged on described column, and cable frame and fire-fighting wash tub pipe are fixed on described
In upper beam；
S140: described middle part maintenance component is arranged in described upper beam, then end maintenance component is arranged on
On described column, finally roof boarding is connected with described middle part maintenance component and described end maintenance component.
The invention has the beneficial effects as follows:
(1) the modularity trestle of the present invention will be permitted multipart installation and all be placed on ground and carry out, it is to avoid high-altitude work
Industry, improves operating environment, improves efficiency of construction, reduces construction cost.
(2) the modularity trestle labor of the present invention stressing conditions of trestle, is carried out trestle according to stressing conditions
Design so that the stress of whole trestle is transmitted layer by layer, is finally transferred to ground, thus avoids the occurrence of certain parts stress mistake of trestle
The problem broken down greatly and easily, extends service life and maintenance cycle.
Accompanying drawing explanation
Fig. 1 is the overall schematic of an embodiment of the modularity trestle of the present invention.
Detailed description of the invention
The present invention is described in detail below in conjunction with embodiment and accompanying drawing.It should be noted that in the case of not conflicting,
Embodiment in the application and the feature in embodiment can be mutually combined.
The present invention provides a kind of modularity trestle, and this modularity trestle is by all parts modularity of trestle, Jiang Qiji
Become an a whole set of products to transport, without separately installed and transport, so can save construction duration, save transport
Cost.
Seeing Fig. 1, this modularity trestle includes superstructure 100, bearing 200 and supporting leg 300, described superstructure 100
Being arranged on described bearing 200, described bearing 200 is arranged on described supporting leg 300, and supporting leg 300 is arranged on ground base 400
On.The various piece of whole trestle mainly carries out in the present embodiment reasonable preparation, and branch transports, its superstructure and
Transporting together after seat combination, supporting leg is installed with bearing after can individually transporting again.Therefore superstructure entirety can be on the ground
Carry out, the modularity trestle of the present embodiment will be permitted multipart installation and all be placed on ground and carry out, it is to avoid work high above the ground, change
It is apt to operating environment, has improve efficiency of construction, reduce construction cost.
Seeing Fig. 1, described superstructure 100 includes floor system 110, wall system 120, built-in system 130 and roofing
System 140；Described wall system 120 is connected with described floor system 110, described built-in system 130 and described wall system
120 are connected, and described Roof system 140 is connected with described built-in system 130.The present invention is according to stressing conditions, by whole stack
Bridge is divided into several modular systems, assembles the most successively, and it makes mounting process ordering, installs superstructure according to this order
Can be time-consuming, can time-consuming 20% according to test.
Seeing Fig. 1, described floor system 110 includes flooring skeleton 111 and the aisle being laid on described flooring skeleton 111
Plate 112.Seeing Fig. 1, flooring skeleton 111 includes lower beam 1111 and bottom longitudinal direction girder 1112, described bottom longitudinal direction girder
1112 two ends being fixed on described lower beam 1111, lower beam 1111 is fixed by welding on the longitudinal direction girder of bottom；Institute
Stating bottom longitudinal direction girder 1112 to be fixed by welding on described bearing 200, described walkway board 112 is fixed by welding in described
In lower beam 1111.Walkway board in the present embodiment is rustless steel walkway board.Rustless steel walkway board is wear-resisting, easily constructs, and
Active force can be transferred in lower beam by contacting by it with lower beam.In the present embodiment, lower beam is permissible
Prepared by the Q345B channel-section steel using model to be 20a；Prepared by the Q345B channel-section steel that bottom longitudinal direction girder can use model to be 28c, under
Prepared by the Q345B channel-section steel that portion's longitudinal direction secondary beam can use model to be 14a.
Seeing Fig. 1, described wall system 120 includes column 121 and metope steel plate 122, described column 121 and described metope
Steel plate 122 is all fixed by welding on described bearing 200, and metope steel plate 122 is fixed by welding on column 121 simultaneously.
Metope steel plate 122 in the present embodiment is metope stamping steel plate.Stamping steel plate is used to ensure that enough bearing capacities, experiment
Prove that the stress of the steel plate without punching press is not enough, be susceptible to fault.The present embodiment central post can use the model to be
145x18, material is that the steel plate of Q345B makes.
Seeing Fig. 1, described built-in system 130 includes upper beam 131, cable frame 132 and fire-fighting wash tub pipe 133,
Described cable frame 132 and fire-fighting wash tub pipe 133 are connected in described upper beam 131 by U-shaped card, described upper beam
131 are fixed on described column 121 by high-strength bolt.Upper beam be arranged in parallel with lower beam.Upper beam and bottom
Forming placement space between crossbeam, ribbon conveyer is arranged in placement space, and ribbon conveyer 500 can pass through high-strength spiral shell
Bolt is fixed in upper beam.Being provided with 3 fire-fighting wash tub pipes in the present embodiment, fire-fighting wash tub pipe is respectively positioned on belt conveying
The top of machine.Upper beam can use model to be C250x100x6, and material is that the C-type steel of Q345B makes.
Seeing Fig. 1, described Roof system 140 includes roof boarding 141 and maintenance component, and described maintenance component is by described roofing
Plate 141 is fixed in described column 121 and described upper beam 131.Roof boarding is fixed on maintenance component by tapping screw.
Superstructure in the present embodiment is followed successively by Roof system 140, built-in system 130 and floor system from top to bottom
110, wall system 120 encloses the outside being located at built-in system the lower section being positioned at Roof system.Then follow from the bottom up during construction
Order processing superstructure, so ensure that construction precision, easy for installation.
The modularity trestle of the present embodiment will be permitted multipart installation and all be placed on ground and carry out, it is to avoid high-altitude work
Industry, improves operating environment, improves efficiency of construction, reduces construction cost.The modularity trestle labor of the present embodiment
The stressing conditions of trestle, is designed trestle according to stressing conditions so that the stress of whole trestle is transmitted layer by layer, finally passes
Be handed to ground, thus avoid the occurrence of that certain parts stress of trestle is excessive and the problem that easily breaks down, extend service life and
Maintenance cycle.
It is also preferred that the left as a kind of embodiment, described flooring skeleton 111 also includes bottom longitudinal direction secondary beam 1113, described
Bottom longitudinal direction secondary beam 1113 is fixed in described lower beam 1111.Bottom longitudinal direction secondary beam is set and can strengthen holding of lower beam
Loading capability, it is to avoid lower beam load is excessive；And can suitably reduce lower lateral when load one timing adds bottom longitudinal direction secondary beam
The surface area of beam, thus save cost.
It is also preferred that the left as a kind of embodiment, described wall system 120 also includes that accommodation rail 123, described railing are held up
Hands 123 is fixed on described column 121.The convenient operation of accommodation rail is set.Accommodation rail in the present embodiment is positioned at column
Inner side.
Further, seeing Fig. 1, the described maintenance component in the present embodiment includes middle part maintenance component 142 and end dimension
Protecting component 143, described roof boarding 141 is fixed on described column 121 by described end maintenance component 143, described roof boarding
141 are fixed in described upper beam 131 by described middle part maintenance component 142.Roof boarding in the present embodiment is two-layer, room
The two ends of panel are all fixed on column by end maintenance component, and roof boarding is preferably arc, but the peak of roof boarding with
Distance between upper beam cannot be greater than the 50% of the upper beam spacing with lower beam.So arrange from economical
Angle considers.End maintenance component is fixed by welding on column, and middle part maintenance component is fixed by welding in upper lateral
Liang Shang.
Further, seeing Fig. 1, described column 121 includes that straightway and arc, described straightway are fixed on described
On seat 200, described roof boarding 141 is fixed on described arc by end maintenance component 143.Arc energy is set on column
Enough preferably it is connected with roof boarding.
More excellent, the described bearing 200 in the present embodiment is rolling bearing bearing.Rolling bearing bearing can be by changing
Angle changes the position of superstructure, thus convenient location and installation, simplify mounting process.
The operation principle of the modularity trestle in the present invention is as follows: the load transmission of roof boarding and roofing end maintenance component
To column and metope steel plate；The load of middle part maintenance component and cable testing bridge, fire-fighting wash tub pipe and ribbon conveyer passes
To upper beam；The whole load of upper beam reaches on column and metope steel plate；The load of column and metope steel plate passes again
To the longitudinal direction girder of bottom；The whole load of walkway board and bottom longitudinal direction secondary beam reaches in lower beam；Lower beam whole
Load reaches on the longitudinal direction girder of bottom again, and the whole load on the longitudinal direction girder of bottom reaches on bearing, and the whole load of bearing passes
To supporting leg, the whole load of supporting leg reaches in ground base.So arrange load to transmit layer by layer and be finally transferred to ground base
On, so that whole trestle uniform force, do not have the situation that local pressure is uneven, transmit through load simultaneously, subtract
Lack the stress of upper beam, lower beam, extend service life.
The construction method of above-mentioned modularity trestle, it comprises the steps:
S100: assemble superstructure；Assemble floor system 110, wall system 120, built-in system 130 and roofing system successively
System 140 is to form described superstructure；
S200: be connected with bearing 200 formation trestle module group by described superstructure；
S300: described trestle module group is moved to construction site；
S400: install supporting leg 300 at construction location；Will be arranged in ground base 400 by supporting leg 300；
S500: described trestle module group is arranged on the construction that can complete modularity trestle on described supporting leg；
S600: the angle of regulation bearing is to regulate the position of superstructure.
When there being multiple trestle, by high-strength bolt, multiple trestles can be coupled together.
Concrete, described assembling superstructure specifically includes following step:
S110: lower beam, bottom longitudinal direction girder and bottom longitudinal direction secondary beam are in turn connected to form flooring skeleton, then
Walkway board is laid on described flooring skeleton；
S120: column is arranged on the longitudinal direction girder of described bottom；Then metope steel plate is arranged on described column also
Metope steel plate is made to be connected with described bottom longitudinal direction girder；
S130: upper beam is arranged on described column, and cable frame and fire-fighting wash tub pipe are fixed on described
In upper beam；
S140: described middle part maintenance component is arranged in described upper beam, then end maintenance component is arranged on
On described column, finally roof boarding is connected with described middle part maintenance component and described end maintenance component.
The superstructure of the present invention is to assemble from the bottom up when assembling, and so can adjust installation site in time, it is to avoid wrong
Position.
Embodiment described above only have expressed the several embodiments of the present invention, and it describes more concrete and detailed, but also
Therefore the restriction to the scope of the claims of the present invention can not be interpreted as.It should be pointed out that, for those of ordinary skill in the art
For, without departing from the inventive concept of the premise, it is also possible to make some deformation and improvement, these broadly fall into the guarantor of the present invention
Protect scope.Therefore, the protection domain of patent of the present invention should be as the criterion with claims.
Claims (10)
1. a modularity trestle, it is characterised in that include that superstructure, bearing and supporting leg, described superstructure are arranged on institute
Stating on bearing, described bearing is arranged on described supporting leg；
Described superstructure includes floor system, wall system, built-in system and Roof system；Described wall system and described building
Plane system is connected, and described built-in system is connected with described wall system, and described Roof system is connected with described built-in system
Connect；
Described floor system includes flooring skeleton and the walkway board being laid on described flooring skeleton；
Described wall system includes that column and metope steel plate, described column and described metope Interal fixation are on described bearing；
Described built-in system includes upper beam, cable frame and fire-fighting wash tub pipe, described cable frame and fire-fighting flushing water
Pipe is arranged in described upper beam, and described upper beam is fixed on described column；
Described Roof system includes roof boarding and maintenance component, described maintenance component described roof boarding is fixed on described column and
In described upper beam.
Modularity trestle the most according to claim 1, it is characterised in that described flooring skeleton includes lower beam and bottom
Longitudinal girder, described bottom longitudinal direction girder is fixed on the two ends of described lower beam, and described bottom longitudinal direction girder is fixed on described
On bearing, described walkway board is fixed in described lower beam.
Modularity trestle the most according to claim 2, it is characterised in that described flooring skeleton also includes that bottom is the most secondary
Beam, described bottom longitudinal direction secondary beam is fixed in described lower beam.
Modularity trestle the most according to claim 1, it is characterised in that described wall system also includes accommodation rail, institute
State accommodation rail to be fixed on described column.
Modularity trestle the most according to claim 1, it is characterised in that described maintenance component include middle part maintenance component and
End maintenance component, described roof boarding is fixed on described column by described end maintenance component, and described roof boarding passes through institute
State middle part maintenance component to be fixed in described upper beam.
Modularity trestle the most according to claim 1, it is characterised in that described column includes straightway and arc, institute
Stating straightway to be fixed on described bearing, described roof boarding is fixed on described arc.
7. according to the bottom longitudinal direction girder described in claim 1 to 6 any one, it is characterised in that described bearing is the axis of rolling
Hold bearing.
8. the construction method of the modularity trestle described in claim 1 to 7 any one, it is characterised in that include as follows
Step:
S100: assemble superstructure；Assemble floor system, wall system, built-in system and Roof system successively described to be formed
Superstructure；
S200: be connected with bearing formation trestle module group by described superstructure；
S300: described trestle module group is moved to construction site；
S400: install supporting leg at construction location；
S500: described trestle module group is arranged on the construction that can complete modularity trestle on described supporting leg.
The construction method of modularity trestle the most according to claim 8, it is characterised in that also include after step S500 adjusting
The step of joint bearing angle.
The construction method of modularity trestle the most according to claim 8, it is characterised in that described assembling superstructure has
Body comprises the steps:
S110: lower beam, bottom longitudinal direction girder and bottom longitudinal direction secondary beam are in turn connected to form flooring skeleton, then aisle
Plate is laid on described flooring skeleton；
S120: column is arranged on the longitudinal direction girder of described bottom；Then metope steel plate it is arranged on described column and makes wall
Face steel plate is connected with described bottom longitudinal direction girder；
S130: upper beam is arranged on described column, and cable frame and fire-fighting wash tub pipe are fixed on described top
On crossbeam；
S140: be arranged in described upper beam by described middle part maintenance component, is then arranged on described by end maintenance component
On column, finally roof boarding is connected with described middle part maintenance component and described end maintenance component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610548094.5A CN106144418A (en) | 2016-07-13 | 2016-07-13 | A kind of modularity trestle and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610548094.5A CN106144418A (en) | 2016-07-13 | 2016-07-13 | A kind of modularity trestle and construction method thereof |
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| CN106144418A true CN106144418A (en) | 2016-11-23 |
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| CN201610548094.5A Pending CN106144418A (en) | 2016-07-13 | 2016-07-13 | A kind of modularity trestle and construction method thereof |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107618815A (en) * | 2017-08-30 | 2018-01-23 | 焦作科瑞森重装股份有限公司 | A kind of modularization gallery ribbon conveyer and its assemble method |
| CN113247651A (en) * | 2021-05-28 | 2021-08-13 | 中交第四航务工程勘察设计院有限公司 | Take gate-type rigid frame storage structure of belt feeder landing stage |
| WO2021259993A3 (en) * | 2020-06-24 | 2022-03-03 | FB Industry Automation GmbH | Shuttle for rolls and shuttle for suspended rolls |
| CN115092704A (en) * | 2022-07-04 | 2022-09-23 | 华电重工股份有限公司 | Trestle and conveying system |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107618815A (en) * | 2017-08-30 | 2018-01-23 | 焦作科瑞森重装股份有限公司 | A kind of modularization gallery ribbon conveyer and its assemble method |
| WO2021259993A3 (en) * | 2020-06-24 | 2022-03-03 | FB Industry Automation GmbH | Shuttle for rolls and shuttle for suspended rolls |
| CN113247651A (en) * | 2021-05-28 | 2021-08-13 | 中交第四航务工程勘察设计院有限公司 | Take gate-type rigid frame storage structure of belt feeder landing stage |
| CN113247651B (en) * | 2021-05-28 | 2022-05-10 | 中交第四航务工程勘察设计院有限公司 | Manufacturing method of portal rigid frame storage structure with belt conveyor trestle |
| CN115092704A (en) * | 2022-07-04 | 2022-09-23 | 华电重工股份有限公司 | Trestle and conveying system |
| CN115092704B (en) * | 2022-07-04 | 2024-05-28 | 华电重工股份有限公司 | Trestle and conveying system |
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Application publication date: 20161123 |
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