CN204684699U - For hump formula girder truss and the combination thereof of plate column - Google Patents
For hump formula girder truss and the combination thereof of plate column Download PDFInfo
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- CN204684699U CN204684699U CN201520080057.7U CN201520080057U CN204684699U CN 204684699 U CN204684699 U CN 204684699U CN 201520080057 U CN201520080057 U CN 201520080057U CN 204684699 U CN204684699 U CN 204684699U
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- hump
- chord member
- girder truss
- chord
- plate column
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Abstract
The utility model discloses hump formula girder truss for plate column and combination thereof, wherein girder truss comprises parallel two chord members of being separated by up and down, connect the web member of upper and lower two chord members and the hump beam be fixed on each chord member and several gusset plates, wherein chord member is the T-steel of seal pot in the board-like tower tray floor of horizontal support, hump beam is the T-steel of column plate in the board-like tower tray floor of horizontal support, soldered transverse slat end face to corresponding chord member bottom the riser of hump beam and the transverse slat of hump beam and the transverse slat of chord member parallel, web member is symmetrical and the unequal angle connect, and the riser of one end, long limit of unequal angle and top boom, gusset plate or the hump beam of the other end and lower boom connect fixing.Apply hump formula girder truss of the present utility model and combination thereof, it has that rigidity is large, amount of deflection is little, applied widely, and meet the feature of tray design requirement, avoid the impact of girder truss on liquid flow in plate column seal pot, also do not increase the quality of other parts in plate column simultaneously.
Description
Technical field
The utility model belongs to the medium-and-large-sized plate column of separation mass transfer technology in oil refining, chemical industry, medicine and environmental protection equipment, particularly relates to the girder truss of large-scale plate column.
Background technology
The tower tray mainly multi-overflow tower tray (except multiple downcomer tray) of large-scale plate column, along with the maximization of oil refining, chemical industry, medicine and environmental protecting device, the diameter of tower is increasing, and the support girder of large-scale plate column tower tray selects girder truss substantially.
Existing girder truss is formed primarily of upper and lower parallel chord member, the web member connecting upper and lower parallel chord member, montant and gusset plate.Existing girder truss is owing to arranging by along fluid flow direction, therefore chord member is vertically also through downspout and the seal pot of multi-overflow tower tray.When the seal pot degree of depth is less than chord member height, seal pot is blocked into two parts, affects liquid flow in seal pot, and then affects liquid be uniformly distributed reduction plate efficiency on tray deck; When the seal pot degree of depth is greater than chord member height, the tray deck pitch space that seal pot takies is large, waste material, simultaneously girder truss chord member, web member, montant and gusset plate still form local eddy currents interference to liquid flow in seal pot, affect liquid being uniformly distributed on tray deck, reduce plate efficiency.
Existing truss depth of beam limits by tray deck spacing, and strength and stiffness are restricted, can only support two-layer tower tray at most.Because plate column tower tray is very high to the requirement of levelness, when tower diameter increases further, for ensureing that the levelness of tower tray meets designing requirement, the most effective way increases truss depth of beam exactly, and being secondly increases chord member height.But above-mentioned truss depth of beam is due to tray spacing, be fixed and can not have strengthened, increased height that girder truss chord member height then can violate tower tray support girder of regulation in " petrochemical industry tower tray technical specification " must not exceed tray spacing 30% regulation when girder is parallel to liquid flow path direction.Therefore the scope of application of existing large-scale plate column girder truss has considerable restraint.
Summary of the invention
The purpose of this utility model is the structure improving existing large-scale plate column truss, overcomes above-mentioned technical problem and discloses a kind of large-scale plate column hump formula girder truss and combination thereof.
The technical solution that one of above-mentioned purpose of the present utility model is achieved is: for the hump formula girder truss of plate column, it is characterized in that: described girder truss comprises parallel two chord members of being separated by up and down, connect the web member of upper and lower two chord members and the hump beam be fixed on each chord member and several gusset plates, wherein said chord member is the T-steel of seal pot in the board-like tower tray floor of horizontal support, described hump beam is the T-steel of column plate in the board-like tower tray floor of horizontal support, soldered transverse slat end face to corresponding chord member bottom the riser of hump beam and the transverse slat of hump beam and the transverse slat of chord member parallel, described web member be symmetrical in groups and the unequal angle connect, and one end, long limit of unequal angle connects fixing with the riser of the chord member of upside, gusset plate or the hump beam of the other end and the chord member of downside connect fixing.
Further, the quantity of hump beam set by each described chord member is the even number of coupling plate column overflow type, and hump beam symmetrically shape divide and be laid on chord member.
Further, each described chord member is provided with four hump beams and along the symmetrical setting of chord member.
The technical solution that two of above-mentioned purpose of the present utility model is achieved is: the hump formula girder truss for plate column combines, it is characterized in that: be made up of the two groups of girder trusses be stacked up and down, often organize described girder truss and comprise parallel two chord members of being separated by up and down, connect the web member of two chord members and the hump beam be fixed on each chord member and several gusset plates, wherein said chord member is the T-steel of seal pot in the board-like tower tray floor of horizontal support, described hump beam is the T-steel of column plate in the board-like tower tray floor of horizontal support, soldered transverse slat end face to corresponding chord member bottom the riser of hump beam and the transverse slat of hump beam and the transverse slat of chord member parallel, described web member be symmetrical in groups and the unequal angle connect, and one end, long limit of unequal angle connects fixing with the riser of the chord member of upside, gusset plate or the hump beam of the other end and the chord member of downside connect fixing, in described girder truss combination, the top boom of lower boom and downside one group of girder truss of the one group of girder truss in upside shares as middle chord member.
Further, the quantity of hump beam set by each described chord member is the even number of coupling plate column overflow type, and hump beam symmetrically shape divide and be laid on each chord member.
Further, each described chord member is provided with four hump beams and along the symmetrical setting of chord member.
Apply hump formula girder truss of the present utility model and combination thereof, the advantage compared with prior art had and effect are: this girder truss and combination thereof have that rigidity is large, amount of deflection is little, applied widely, and meet the feature of tray design requirement, avoid the impact of girder truss on liquid flow in plate column seal pot, also do not increase the quality of other parts in plate column simultaneously.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model girder truss preferred embodiment.
Fig. 2 is the sectional structure schematic diagram of A-A in Fig. 1.
Fig. 3 is the structural representation of another preferred embodiment of the utility model girder truss.
Fig. 4 is the sectional structure schematic diagram of B-B in Fig. 3.
Detailed description of the invention
For making the utility model be known understanding for the structure of the hump formula girder truss of plate column and innovation essence, just embodiment of the present utility model is described in detail by reference to the accompanying drawings below.
The purpose of this utility model is the structure improving existing large-scale plate column truss, this girder truss and combination thereof have that rigidity is large, amount of deflection is little, applied widely and meet the feature of tray design requirement, avoid the impact of girder truss on liquid flow in plate column seal pot, also do not increase the quality of other parts in plate column simultaneously.
For achieving the above object, the hump formula girder truss of the technical program is made up of symmetrical hump beam on chord member parallel up and down, the web member connecting top-bottom chord, gusset plate and chord member.Its feature structure is: chord member is made up of T-steel, and web member is by symmetric form unequal angle and connect and form, and the unequal angle the connect riser that clamps T-steel respectively and the rectangle gusset plate that is weldingly fixed on chord member, hump beam; Chord member is provided with symmetrical hump beam, hump beam is made up of T-steel; Seal pot in the board-like tower tray floor of top-bottom chord upper surface horizontal support, the column plate in the board-like tower tray floor of hump beam upper surface horizontal support on top-bottom chord.
Supplementary notes: the chord member in girder truss and combination thereof is parallel up and down and between the upper and lower apart from being determined by plate column tray deck spacing, hump beam is fixed on chord member, parallel up and down and symmetrical with chord member.
The long limit of girder truss and combination midfield bar symmetric form unequal angle thereof, the riser of one end and chord member fixes, and the rectangle gusset plate on the other end and chord member or T-steel hump beam fix.
Embodiment 1: as depicted in figs. 1 and 2, girder truss comprises chord member 11,12 parallel up and down, and the middle web member connected is fixed on hump beam 3 on chord member and gusset plate 4.
Of the present utility model being characterized by upper and lower parallel chord member 11,12 is symmetrical set hump beam 3, hump beam is parallel with chord member and standoff distance is S, the quantity of hump beam is determined by the overflow type of plate column, quantity from one to arbitrarily, symmetrical four hump beams (diagram on the right side of curve is omitted) on each chord member in the present embodiment.Seal pot in the board-like tower tray floor of upper and lower parallel chord member difference horizontal support, column plate in the board-like tower tray floor of hump beam difference horizontal support on top-bottom chord, embodiment 1 can support 2 laminated board type tower tray floors.
In embodiment 1, chord member and hump beam are made up of T-steel, and web member (espespecially I type web member 21 and II type web member 22) connects formation by symmetrical unequal angle, wherein one end, long limit of unequal angle and the riser of chord member T-steel are fixing after fitting, and the other end and gusset plate or hump beam are fixed.
Embodiment 2: as shown in Figure 3 and Figure 4, combined by the girder truss formed after two groups of embodiment 1 girder trusses combinations, it comprises parallel upper, middle and lower chord member 11,12,13, middle chord member retains one of them after being merged by the lower boom of one group of girder truss in original two groups of girder trusses and another group girder truss top boom and is formed, and the middle web member 2 connected also is fixed on hump beam on chord member and gusset plate with embodiment 1 is similar.In this embodiment, the standoff distance between top boom and middle chord member and between middle chord member and lower boom is S.
Seal pot in the board-like tower tray floor of upper, middle and lower chord member difference horizontal support parallel up and down, column plate in the board-like tower tray floor of hump beam difference horizontal support on the chord member of upper, middle and lower, the present embodiment 2 can support 3 laminated board type tower tray floors.
The beneficial effects of the utility model are with advantage: the chord member of this girder truss, hump beam are made up of T-steel and parallel up and down, are conducive to the support of seal pot and tray deck in plate column tower tray and fixing.Due to the existence of hump beam, make horizontal sliding liquid in the seal pot in plate column tower tray no longer be subject to restriction and the impact of girder truss, improve tray efficiency, and the conventional female seal pot of function admirable can be more effectively applied in large-scale plate column.Meanwhile, this girder truss remains the form that traditional girder truss is arranged perpendicular to down-flow plate, can effectively reduce the quality of other tower internals and simplify structure, continues the cost reducing this part.This girder truss is by its combination in addition, and the strength and stiffness solving traditional girder truss cannot meet the needs of larger diameter plate column tower tray support.Simultaneously because this girder truss number of combinations does not limit, when making that girder truss strength and stiffness are inadequate in the past, the situation being increased in girder truss quantity in same tray level is needed no longer to exist, avoid because girder truss in same tray level too much reduces the effective bubbling area of tower tray, increase gas-liquid contact dead band, and then affect tray efficiency.This girder truss combined altitudes is unrestricted, can greatly increase this girder truss bearing capacity and impact resistance, in plate column application, obviously can reduce the overall cost of plate column supporting construction compared with traditional girder truss.
In addition to the implementation, the utility model can also have other embodiment, and all employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop within the utility model scope required for protection.
Claims (6)
1. for the hump formula girder truss of plate column, it is characterized in that: described girder truss comprises parallel two chord members of being separated by up and down, connect the web member of upper and lower two chord members and the hump beam be fixed on each chord member and several gusset plates, wherein said chord member is the T-steel of seal pot in the board-like tower tray floor of horizontal support, described hump beam is the T-steel of column plate in the board-like tower tray floor of horizontal support, soldered transverse slat end face to corresponding chord member bottom the riser of hump beam and the transverse slat of hump beam and the transverse slat of chord member parallel, described web member be symmetrical in groups and the unequal angle connect, and one end, long limit of unequal angle connects fixing with the riser of the chord member of upside, gusset plate or the hump beam of the other end and the chord member of downside connect fixing.
2. according to claim 1 for the hump formula girder truss of plate column, it is characterized in that: the quantity of hump beam set by each described chord member is the even number of coupling plate column overflow type, and hump beam symmetrically shape divide and be laid on chord member.
3. according to claim 1 or 2 for the hump formula girder truss of plate column, it is characterized in that: each described chord member is provided with four hump beams and along the symmetrical setting of chord member.
4. the hump formula girder truss for plate column combines, it is characterized in that: be made up of the two groups of girder trusses be stacked up and down, often organize described girder truss and comprise parallel two chord members of being separated by up and down, connect the web member of two chord members and the hump beam be fixed on each chord member and several gusset plates, wherein said chord member is the T-steel of seal pot in the board-like tower tray floor of horizontal support, described hump beam is the T-steel of column plate in the board-like tower tray floor of horizontal support, soldered transverse slat end face to corresponding chord member bottom the riser of hump beam and the transverse slat of hump beam and the transverse slat of chord member parallel, described web member be symmetrical in groups and the unequal angle connect, and one end, long limit of unequal angle connects fixing with the riser of the chord member of upside, gusset plate or the hump beam of the other end and the chord member of downside connect fixing, in described girder truss combination, the top boom of lower boom and downside one group of girder truss of the one group of girder truss in upside shares as middle chord member.
5. combine for the hump formula girder truss of plate column according to claim 4, it is characterized in that: the quantity of hump beam set by each described chord member is the even number of coupling plate column overflow type, and hump beam symmetrically shape divide and be laid on each chord member.
6. combine for the hump formula girder truss of plate column according to claim 4 or 5, it is characterized in that: each described chord member is provided with four hump beams and along the symmetrical setting of chord member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520080057.7U CN204684699U (en) | 2015-02-05 | 2015-02-05 | For hump formula girder truss and the combination thereof of plate column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520080057.7U CN204684699U (en) | 2015-02-05 | 2015-02-05 | For hump formula girder truss and the combination thereof of plate column |
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| Publication Number | Publication Date |
|---|---|
| CN204684699U true CN204684699U (en) | 2015-10-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520080057.7U Expired - Fee Related CN204684699U (en) | 2015-02-05 | 2015-02-05 | For hump formula girder truss and the combination thereof of plate column |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104606908A (en) * | 2015-02-05 | 2015-05-13 | 苏州市科迪石化工程有限公司 | Hump type truss beam for plate column and combination thereof |
| CN105604242A (en) * | 2015-12-24 | 2016-05-25 | 天津大学 | Truss supporting beam for plate tower |
-
2015
- 2015-02-05 CN CN201520080057.7U patent/CN204684699U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104606908A (en) * | 2015-02-05 | 2015-05-13 | 苏州市科迪石化工程有限公司 | Hump type truss beam for plate column and combination thereof |
| CN105604242A (en) * | 2015-12-24 | 2016-05-25 | 天津大学 | Truss supporting beam for plate tower |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151007 Termination date: 20160205 |
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| CF01 | Termination of patent right due to non-payment of annual fee |