CN205505686U - Gate trussed girder structure before dry kiln - Google Patents
Gate trussed girder structure before dry kiln Download PDFInfo
- Publication number
- CN205505686U CN205505686U CN201620325765.7U CN201620325765U CN205505686U CN 205505686 U CN205505686 U CN 205505686U CN 201620325765 U CN201620325765 U CN 201620325765U CN 205505686 U CN205505686 U CN 205505686U
- Authority
- CN
- China
- Prior art keywords
- underbeam
- truss
- front truss
- upper beam
- dry kiln
- 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.)
- Active
Links
Landscapes
- Manufacture And Refinement Of Metals (AREA)
Abstract
The utility model relates to a gate trussed girder structure before dry kiln, gate trussed girder structure before dry kiln includes well perpendicular roof beam, preceding truss upper beam, aluminium groove, preceding truss underbeam, well perpendicular roof beam joint in preceding truss underbeam one end, preceding truss is put the beams in place and is fixed in well perpendicular roof beam one side and with preceding truss underbeam sets up relatively, aluminium groove locates between preceding truss upper beam and the preceding truss underbeam, the aluminium groove both ends are equipped with the reducing interface, preceding truss put the beams in place with preceding truss underbeam be equipped with with reducing interface assorted slot. The utility model discloses a welded connected mode will behind reducing interface and the slot overlap joint aluminium groove with preceding truss is put the beams in place, preceding truss underbeam fixed connection, has strengthened overall structure's stability.
Description
Technical field
This utility model relates to a kind of girder frame structure, particularly relates to a kind of purlin, dry kiln front doorway
Set a roof beam in place structure.
Background technology
The front doorway girder truss overall dimensions about 13m × 1m of large span dry kiln, existing purlin
Structure of setting a roof beam in place is excessively simple, aluminum groove two ends be directly welded in front truss upper beam and front truss underbeam it
Between, and aluminum well width only has 40mm, on the front truss matched therewith beam width also only have 40mm,
Under front truss, beam width only has 107mm, and the total quality of truss is lighter, although saved material
Material cost, but its torsional property is poor, easily torsional deformation when transporting and install, and affects truss
Structural safety and installation accuracy；It addition, before influencing whether under the harsh weather that the north is windy
Door is firmly and stability, even entail dangers to are to the security performance of whole kiln.
Utility model content
For the deficiencies in the prior art, a kind of entire compression of this utility model offer is strong, resistance to torsion
Can the front doorway of dry kiln good, that can prevent seam deformation from ftractureing girder frame structure.
This utility model solves before its technical problem be the technical scheme is that described dry kiln
Doorway girder frame structure includes middle vertical beam, front truss upper beam, aluminum groove, front truss underbeam, described
Middle vertical beam is connected in described front truss underbeam one end, described front truss upper beam be fixed on described in perpendicular
Beam side is also oppositely arranged with described front truss underbeam, and described aluminum groove is located at described front truss upper beam
And between front truss underbeam, described aluminum groove two ends are provided with variable-diameter interface, described front truss upper beam with
Front truss underbeam is provided with the slot matched with described variable-diameter interface.
The a kind of of dry kiln front doorway girder frame structure provided at this utility model preferably implements
In example, described variable-diameter interface is welded after using mechanical stamping again, the institute at described aluminum groove two ends
State in the described slot that variable-diameter interface is overlapped in described front truss upper beam and front truss underbeam respectively,
The flat mouth of overlap joint uses the welding of argon arc welding full weld.
The a kind of of dry kiln front doorway girder frame structure provided at this utility model preferably implements
In example, described aluminum groove side is additionally provided with pressure beam, and described pressure beam two ends are incited somebody to action respectively by machine bolt
Described aluminum groove is fixed with described front truss upper beam, front truss underbeam and is connected.
The a kind of of dry kiln front doorway girder frame structure provided at this utility model preferably implements
In example, described aluminum well width is set to 70mm, is provided with many row punchings through hole, described through hole in it
Internal diameter be φ 13mm.
The a kind of of dry kiln front doorway girder frame structure provided at this utility model preferably implements
In example, described middle vertical beam, front truss upper beam, aluminum groove, front truss underbeam all use aluminium alloy material
Matter.
Compared with prior art, the dry kiln front doorway girder frame structure that this utility model provides
Provide the benefit that:
One, this utility model uses the connected mode that described variable-diameter interface welds after overlapping with slot
Described aluminum groove is fixed with described front truss upper beam, front truss underbeam and is connected, strengthen overall knot
The stability of structure；
Two, by strengthening described front truss upper beam, aluminum groove, the overall dimensions of front truss underbeam,
Entire compression, torsional property are greatly reinforced, and overcome that the same industry runs into is yielding, easy
Sinking, the shortcoming of poor safety performance and hidden danger of quality；
Three, machine bolt is passed through respectively by described aluminum groove and described front truss in described pressure beam two ends
Beam, front truss underbeam are fixing to be connected, and protects weld seam, has the effect preventing strain cracking.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme in this utility model embodiment, below will be to reality
Execute the required accompanying drawing used during example describes to be briefly described, it should be apparent that, describe below
In accompanying drawing be only embodiments more of the present utility model, for those of ordinary skill in the art
From the point of view of, on the premise of not paying creative work, it is also possible to obtain other according to these accompanying drawings
Accompanying drawing, wherein:
Fig. 1 is the structural representation of the dry kiln front doorway girder frame structure that this utility model provides
Figure.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, in this utility model embodiment
Technical scheme be clearly and completely described, it is clear that described embodiment is only this reality
By novel a part of embodiment rather than whole embodiments.Based in this utility model
Embodiment, those of ordinary skill in the art are obtained under not making creative work premise
All other embodiments, broadly fall into the scope of this utility model protection.
Refer to Fig. 1, be the knot of the dry kiln front doorway girder frame structure that this utility model provides
Structure schematic diagram.
Described dry kiln front doorway girder frame structure 1 include middle vertical beam 11, front truss upper beam 12,
Aluminum groove 13, front truss underbeam 14, pressure beam 15.
Described middle vertical beam 11 is connected in described front truss underbeam 14 one end, described front truss upper beam
12 are fixed on described middle vertical beam 11 side and are oppositely arranged with described front truss underbeam 14, institute
State aluminum groove 13 to be located between described front truss upper beam 12 and front truss underbeam 14, described pressure beam
15 are located at described aluminum groove 13 side, and described pressure beam 15 two ends are incited somebody to action respectively by machine bolt 10
Described aluminum groove 13 is fixed be connected with described front truss upper beam 12, front truss underbeam 14.
Described aluminum groove 13 two ends are provided with variable-diameter interface 131, described front truss upper beam 12 and front purlin
Frame underbeam 14 is provided with the slot 20 matched with described variable-diameter interface 131.
Described variable-diameter interface 131 is welded after using mechanical stamping again, described aluminum groove 13 liang
The described variable-diameter interface 131 of end is overlapped in described front truss upper beam 12 and front truss underbeam respectively
In the described slot 20 of 14, the flat mouth of overlap joint uses the welding of argon arc welding full weld.
Described aluminum groove 13 width is set to 70mm, is provided with two row punching through holes 132 in it, described
The internal diameter of through hole 132 is φ 13mm.
Described middle vertical beam 11, front truss upper beam 12, aluminum groove 13, front truss underbeam 14 are all adopted
Use aluminum alloy material.
When being embodied as, described middle vertical beam 11 connects and fixes in described front truss underbeam 14 one end,
Described front truss upper beam 12 be fixed on described middle vertical beam 11 side and with described front truss underbeam
14 are oppositely arranged, and are welded into described variable-diameter interface 131 after described aluminum groove 13 two ends punch forming
Structure, described variable-diameter interface 131 is overlapped in described front truss upper beam 12 and front truss underbeam 14
Described slot 20 in and use argon arc welding full weld weld, while outside use described pressure beam 15
By machine bolt 10 respectively by described aluminum groove 13 and described front truss upper beam 12, front truss
Underbeam 14 is fixing to be connected.
Compared with prior art, the dry kiln front doorway girder frame structure that this utility model provides
Provide the benefit that:
One, this utility model uses described variable-diameter interface 131 to weld after overlapping with slot 20
Described aluminum groove 13 is fixed by connected mode with described front truss upper beam 12, front truss underbeam 14
Connect, strengthen integrally-built stability；
Two, by strengthening outside described front truss upper beam 12, aluminum groove 13, front truss underbeam 14
Shape size so that entire compression, torsional property are greatly reinforced, overcome that the same industry runs into is easy
Deformation, easily sinking, the shortcoming of poor safety performance and hidden danger of quality；
Three, machine bolt 10 is passed through respectively by described aluminum groove 13 and institute in described pressure beam 15 two ends
State front truss upper beam 12, the fixing connection of front truss underbeam 14, protect weld seam, have and prevent
The effect of strain cracking.
The foregoing is only embodiment of the present utility model, not thereby limit of the present utility model
The scope of the claims, every equivalent structure utilizing this utility model description to be made or equivalent flow
Cheng Bianhuan, or directly or indirectly it is used in other relevant technical field, the most in like manner it is included in this
Within the scope of patent protection of utility model.
Claims (5)
1. a dry kiln front doorway girder frame structure, including middle vertical beam, front truss upper beam,
Aluminum groove, front truss underbeam, described middle vertical beam is connected in described front truss underbeam one end, described before
Truss upper beam is fixed on described middle vertical beam side and is oppositely arranged with described front truss underbeam, described
Aluminum groove is located between described front truss upper beam and front truss underbeam, it is characterised in that described aluminum groove
Two ends are provided with variable-diameter interface, and described front truss upper beam is provided with front truss underbeam and connects with described reducing
The slot that mouth matches.
Dry kiln the most according to claim 1 front doorway girder frame structure, its feature exists
It is welded again after, described variable-diameter interface uses mechanical stamping, described aluminum groove two ends described
Variable-diameter interface is overlapped in the described slot of described front truss upper beam and front truss underbeam respectively, takes
The flat mouth connect uses the welding of argon arc welding full weld.
Dry kiln the most according to claim 2 front doorway girder frame structure, its feature exists
In, described aluminum groove side is additionally provided with pressure beam, and machine bolt is passed through respectively by institute in described pressure beam two ends
State aluminum groove and described front truss upper beam, front truss underbeam is fixing is connected.
Dry kiln the most according to claim 1 front doorway girder frame structure, its feature exists
In, described aluminum well width is set to 70mm, is provided with many row punchings through hole in it, described through hole
Internal diameter is φ 13mm.
Dry kiln the most according to claim 1 front doorway girder frame structure, its feature exists
In, described middle vertical beam, front truss upper beam, aluminum groove, front truss underbeam all use aluminum alloy material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620325765.7U CN205505686U (en) | 2016-04-18 | 2016-04-18 | Gate trussed girder structure before dry kiln |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620325765.7U CN205505686U (en) | 2016-04-18 | 2016-04-18 | Gate trussed girder structure before dry kiln |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205505686U true CN205505686U (en) | 2016-08-24 |
Family
ID=56714379
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620325765.7U Active CN205505686U (en) | 2016-04-18 | 2016-04-18 | Gate trussed girder structure before dry kiln |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205505686U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112880336A (en) * | 2021-01-29 | 2021-06-01 | 满洲里中林科技干燥设备有限公司 | Full-automatic control wood hot working equipment |
-
2016
- 2016-04-18 CN CN201620325765.7U patent/CN205505686U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112880336A (en) * | 2021-01-29 | 2021-06-01 | 满洲里中林科技干燥设备有限公司 | Full-automatic control wood hot working equipment |
| CN112880336B (en) * | 2021-01-29 | 2021-11-26 | 满洲里中林科技干燥设备有限公司 | Full-automatic control wood hot working equipment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206052555U (en) | Hood type safe operation platform | |
| CN102926466B (en) | A kind of method that Steel Tube Joint collar extension pasting board is strengthened | |
| CN103831507A (en) | Large-span steel truss girder bridge whole joist full-welding joint welding method | |
| CN205505686U (en) | Gate trussed girder structure before dry kiln | |
| CN107687266A (en) | A kind of oblique material bracing means of power transmission tower angle steel | |
| CN206374826U (en) | A kind of panoramic roofs cap assembly | |
| CN202899640U (en) | Collar flitch reinforced steel pipe joint | |
| CN206598890U (en) | A kind of new diagonal brace connection component of urban bus vehicle body aluminium skeleton | |
| CN203257121U (en) | Novel reinforcing device of reinforced concrete beam and floor plate | |
| CN206737271U (en) | A kind of a chain of bar connecting of bolt is buckled | |
| CN208534089U (en) | A kind of ancient building pin pier connects reinforcing and repairs structure | |
| CN206265143U (en) | Bottom section of body | |
| CN104310241A (en) | Standard knot of tower crane | |
| CN204211397U (en) | Assembly type standard knot | |
| CN205476576U (en) | Folding type concrete member and construction structures thereof | |
| CN207000746U (en) | A kind of conformal structure for body section mouth | |
| CN207619977U (en) | A kind of mixed mud pile pile connector for capableing of Fast Installation | |
| CN205617580U (en) | Assembled primary and secondary roof beam connection structure | |
| CN207450020U (en) | A kind of automobile accessory frame threaded sleeve connection structure | |
| CN208181194U (en) | A kind of bus roof outer skeleton structure and its car | |
| CN204738401U (en) | Assemble integral steel construction secondary beam and absolutely dry formula connection structure of concrete girder lateral part rigid connection | |
| CN205402767U (en) | Improvement structure of pneumatic brake board door | |
| CN205531007U (en) | Novel truss node | |
| CN202466842U (en) | Steel column beam connecting joint structure | |
| CN107268806A (en) | A kind of steel structure node |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |