CN205637117U - Silo storehouse spatial grid structure that is of use - Google Patents
Silo storehouse spatial grid structure that is of use Download PDFInfo
- Publication number
- CN205637117U CN205637117U CN201620474231.0U CN201620474231U CN205637117U CN 205637117 U CN205637117 U CN 205637117U CN 201620474231 U CN201620474231 U CN 201620474231U CN 205637117 U CN205637117 U CN 205637117U
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- Prior art keywords
- rack
- hold ceiling
- grid structure
- boom
- lower boom
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Abstract
The utility model discloses a silo storehouse spatial grid structure that is of use, including the hold ceiling for bear cang ding's dead load and mobile load, reach the material pressure in the storehouse, the hold ceiling stiffening rib is fixed in the upper surface of hold ceiling, both ends connect with the rack last quarter, the rack lower chord is fixed in the upper surface of hold ceiling, the rack upper chord is located the top of rack lower chord and is connected with the rack lower chord through the rack web member, and being connected of rack web member and rack upper chord, rack web member and rack lower chord, adjacent rack upper chord, adjacent rack lower chord is realized to rack ball joint point, and rack lower chord and hold ceiling stiffening rib, hold ceiling weld, the constitution shell structure that puts more energy into. The hold ceiling can regard as the side direction of lower chord on the rack to support, and the lower chord of rack and hold ceiling stiffening rib be as the stiffening rib of hold ceiling, has increased spatial grid structure's space rigidity and overall stability, and the structure atress is equitable.
Description
Technical field
This utility model relates to grid structure, specifically silo top grid structure.
Background technology
Steel silo owing to it is from heavy and light, short construction period, the advantages such as cost is low, good leak tightness be widely used in grain, cement,
The storage of the materials such as flyash.Storehouse roof construction is the important component part of steel silo, and its version has grid structure system and purlin
Shelf structure system two kinds.Relative to truss structure system, grid structure system mainly has a following advantage:
1. grid structure is multidirectional stressed space structure, and the least, can effectively utilize space, utilizes less rod member
The large span requirement of Large-diameter Steel silo top can be met.
2. space stiffness and the stability in the large of grid structure is better than truss structure, and is high order redundant structure, and degree of safety is higher.
3. grid structure uses method in bulk construction, and speed of application is fast, is not required to arrange temporary support and large-tonnage construction hoisting equipment.
Traditional top, storehouse grid structure system is generally made up of, such as Fig. 1 several parts such as rack, main purlin, secondary purlin, Hold Ceilings
Shown in.Main purlin 7 is connected with the ball node being positioned at rack top boom by purlin torr 8, and secondary purlin 9 is connected with main purlin 7.But
When this grid structure is for needing to bear the Span-line Loading Dome of material side pressure in storehouse, there is a following defect:
1. there is potential safety hazard.Grid structure is positioned at the lower section of Hold Ceiling, during the built-in full with substance in storehouse, rod member for grid will be caused to be embedded in thing
Material is internal.During discharging, material will produce huge down force to the chord member being embedded within material, increases storehouse top loading and carries.
2. Hold Ceiling rigidity is little, and during the built-in full with substance in storehouse, in storehouse under material pressure effect, Hold Ceiling will occur gross distortion.
For improving the rigidity of top, storehouse skin panel, plate vertically and horizontally need arrange main purlin and time purlin, steel amount increases, and strengthens Cang Ding knot
The deadweight of structure.Main purlin and time purlin are below Hold Ceiling, and construction of need to welding in the overhead position, difficulty of construction is big, and quality should not ensure.
3. steel using amount is big, and structure Path of Force Transfer is the most direct.Rack Cang Ding has a double stress system: Hold Ceiling stress system and net
Frame stress system.Two stress systems are isolated by purlin torr, it is impossible to common stress, form redundancy structure, cause waste of material.
Utility model content
For the problems referred to above, in order to solve the deficiencies in the prior art, this utility model provides one that rack chord member can be prevented to be embedded in
In material, steel using amount, convenient construction silo top grid structure can be reduced.
Silo top grid structure, including:
Hold Ceiling, is fixed on silo top, and the lower surface being arranged at rack lower boom contacts with material, bears the side of materials inside
Pressure and the perseverance of Cang Ding, live load.
Hold Ceiling ribbed stiffener, is fixed on the upper surface of Hold Ceiling, for improving the strength and stiffness of Hold Ceiling, Hold Ceiling ribbed stiffener
Two ends are connected with rack lower boom；
Rack lower boom, the main stressed member of grid structure, rack lower boom lower surface is connected with Hold Ceiling；
Rack top boom, the main stressed member of grid structure, it is located at the top of rack lower boom and by rack web member and rack
Lower boom connects,
Frame ball node, it is achieved rack web member and rack top boom, rack web member and rack lower boom, adjacent rack top boom,
The connection of adjacent rack lower boom；
The main purlin that this utility model has been omitted from traditional grid structure and time purlin, and overall grid structure is located at Cang Ding
The top of plate, the most effectively saves purlin, greatly reduces steel using amount, the most correspondingly alleviates the deadweight of storehouse roof construction；With
Time effectively prevent rack chord member and be embedded in inside material, it is to avoid down force to rod member for grid when material position declines, thus eliminate
The potential safety hazard of Cang Ding；Meanwhile, rack lower boom and Hold Ceiling form put more energy into compound section, i.e. rack lower boom is Hold Ceiling
Putting more energy into radially, Hold Ceiling is the edge of a wing of lower boom, both common stress.
Further, in order to integral installation is convenient and neat, described Hold Ceiling is put more energy into along silo center or Hold Ceiling center hoop
Arrange.
Further, it is welded and fixed with Hold Ceiling below described rack lower boom outer surface；On the one hand top, storehouse rack lower boom is permissible
Ribbed stiffener as Hold Ceiling；On the other hand, rack lower boom also can be provided and support by Hold Ceiling, it is to avoid its monolithic stability drawn game
Portion's stable problem.
Further, the diameter of rack lower boom is more than the diameter of described frame ball node, after rack lower boom diameter increases, one
Aspect, in the case of bar cross section area is identical, improves the monolithic stability bearing capacity of chord member；On the other hand, rod member diameter is big
In ball node, chord member can be facilitated to weld with Hold Ceiling diameter, now the wall thickness of rod member can reduce or maintain original wall thickness；Net
Frame web member and rack upper cord member diameter, can be identical or less than frame ball node without the diameter more than described frame ball node
Diameter.
Further, in order to ensure the stability of structure, described rack web member is angularly disposed, two adjacent rack web members and a net
Frame top boom or the most triangle with a rack lower boom.
Further, described Hold Ceiling ribbed stiffener is welded to connect with Hold Ceiling, and the end of Hold Ceiling ribbed stiffener and rack lower edge
Bar is attached again by the mode of welding, welds with Hold Ceiling on the downside of Hold Ceiling ribbed stiffener, forms, with Hold Ceiling, housing of putting more energy into
Structure.
Further, the cross sectional shape of described Hold Ceiling ribbed stiffener is circle, rectangle, L-type, grooved or I shape.
Further, described rack lower boom is arranged with the non-same perpendicular of described rack top boom so that rack web member and net
Frame top boom or self-forming quadrangular pyramid structure each with rack lower boom.
The beneficial effects of the utility model are:
Rack chord member is the most effectively prevented to be embedded in material.Grid structure is arranged in above Hold Ceiling, it is therefore prevented that rack chord member is embedded in
Inside material, rack by material to its downward active force, thus will not eliminate the potential safety hazard of Cang Ding, extends meanwhile
The service life of Hold Ceiling.
2. decrease steel using amount, reduce Cang Ding deadweight.Top, storehouse skin panel is directly welded at rack lower edge rod member and Hold Ceiling is put more energy into
On rib, it is not necessary to main purlin is set and can meet rigidity requirement, save purlin, make steel using amount greatly reduce, also mitigate simultaneously
The deadweight of storehouse roof construction.
3. structure stress is reasonable.Rack lower boom and Hold Ceiling ribbed stiffener, Hold Ceiling welding, form shell structure of putting more energy into.Eyelid covering
Plate can as the lateral support of rack top-bottom chord, the top-bottom chord of rack and Hold Ceiling ribbed stiffener as the ribbed stiffener of Hold Ceiling,
Increasing space stiffness and the stability in the large of grid structure, structure stress is reasonable.
4. use large diameter thin wall lower boom.After lower boom diameter increases, on the one hand directly can weld with Hold Ceiling, form combination
Cross section；On the other hand increasing the radius of gyration of rod member, improve the monolithic stability bearing capacity of lower boom, Hold Ceiling can have simultaneously
Effect prevents rod member generation cripling.
5. easy construction.Hold Ceiling (skin panel) directly welds with rack lower boom and Hold Ceiling ribbed stiffener, it is not necessary to stretch out purlin torr；
Hold Ceiling is positioned at the lower section of Hold Ceiling ribbed stiffener, it is not necessary to overhead welding, it is simple to construction.
Accompanying drawing explanation
Fig. 1 is top, the traditional storehouse grid structure system schematic diagram mentioned in background technology；
Fig. 2 is New Type Bin top grid structure system schematic diagram；
Fig. 3 is the shell structure schematic diagram of putting more energy into of rack lower boom or Hold Ceiling ribbed stiffener and Hold Ceiling composition；
Fig. 4 (a) is the circular section shape of Hold Ceiling ribbed stiffener；
Fig. 4 (b) is the rectangular cross sectional shape of Hold Ceiling ribbed stiffener.
In figure: 1, rack lower boom, 2, rack web member, 3, rack top boom, 4, frame ball node, 5, Hold Ceiling,
6, Hold Ceiling ribbed stiffener, 7, main purlin, 8, purlin torr, 9, secondary purlin.
Detailed description of the invention
Below in conjunction with Figure of description and specific embodiment, the utility model will be further described:
In order to improve space stiffness and the stability in the large of Span-line Loading Dome, special composition with Hold Ceiling grid structure combines sky
Between structural system, it is provided that a kind of silo top grid structure, as in figure 2 it is shown, mainly include that rod member for grid (includes under rack
Chord member 1, rack web member 2 and rack top boom 3), frame ball node 4, Hold Ceiling 5 and Hold Ceiling ribbed stiffener 6.Grid structure
It is arranged in the top of Hold Ceiling 5, by being welded to connect between rack lower edge rod member 1 and Hold Ceiling 3.
The cross sectional shape of rack lower boom 1 is circular, and its diameter is greater than the diameter of frame ball node 4 so that straight with Hold Ceiling 5
Connect welding.Owing to directly increasing, rack lower boom 1 wall thickness can reduce accordingly, the sectional dimension size of concrete rack lower boom 1
Calculate according to storehouse roof construction actual loading size and determine.
Rack web member 2 and rack top boom 3 diameter without the diameter more than frame ball node 4, concrete sectional dimension size according to
Actual loading size calculates and determines.
Frame ball node 4 is bolted spherical node or welded spherical node, and the size of frame ball node 4 is according to actual node stress size
Calculating determines.
Hold Ceiling 5 thickness need to calculate according to actual steel silo size and stress (top, storehouse perseverance and live load, the pressure of material in storehouse)
Determine.Hold Ceiling 5 typically selects sheet metal, top, storehouse sheet metal directly to weld with the rack lower boom 1 after enlarged diameter.Rack
Lower boom 1, as the ribbed stiffener of Hold Ceiling 5, improves the rigidity of Hold Ceiling 5；Hold Ceiling 5 is lateral as rack lower boom 1
Support, be effectively improved stability in the large and the local stability of rack lower boom 1.
Described Hold Ceiling ribbed stiffener 6 is for improving the rigidity of Hold Ceiling 5.Weld with Hold Ceiling 5 on the downside of Hold Ceiling ribbed stiffener 6,
As it is shown on figure 3, form, with Hold Ceiling 5, shell structure of putting more energy into；The two ends of the Hold Ceiling ribbed stiffener 6 that multistage is arranged and rack lower edge
Bar 1 welds, and Hold Ceiling ribbed stiffener 6 cross section can be circle, rectangle, L-shaped, flute profile or I-shaped.
As a example by the steel silo of a diameter of 40m, Cang Ding design live load is 0.5kN/m2.The material pressure to Hold Ceiling 5 in storehouse
For 95kN/m2.According to traditional grid structure arrangement form as shown in Figure 1, the top boom 3 of rack uses cross section Φ 92 × 5.0,
Lower edge 1 bar uses Φ 102 × 5.0, and web member 2 uses Φ 75 × 4.0.Main purlin 7 selects C180 × 50 × 20 × 3.0, main purlin 7 to exist
The spacing of storehouse top edge is 1500mm, then need the circumferentially disposed about 84 main purlins in road 7, and per pass main purlin 7 length is about
20m, main purlin 7 steel using amount is 7.536kg/m, and Weight of steel is about 7.536 × 20 × 84=12660.48kg.Secondary purlin 9 is selected
C120×50×20×2.0.For bearing material pressure in storehouse, Hold Ceiling 5 thickness is 6mm.According to Novel net as shown in Figure 2
Shelf structure form, then without arranging main purlin 7, it is assumed that grid structure of the present utility model and grid structure load in Fig. 1
Identical, Hold Ceiling 5 participates in stress, and therefore in this utility model, rod member for grid area of section can reduce.The top boom 3 of rack is adopted
With cross section Φ 88 × 5.0, lower boom 1 uses Φ 180 × 2.0, web member 2 to use Φ 65 × 4.0.The cross section of Hold Ceiling ribbed stiffener 6 with
The secondary purlin 9 of tradition grid structure is identical, i.e. C120 × 50 × 20 × 2.0, when steel using amount is identical.Due to by rack lower boom 1 He
The distortion of Hold Ceiling ribbed stiffener 6, Hold Ceiling 5 thickness only needs 4mm.Then can saving steel about 32660.48kg, save material
Material consumption reaches 40%.Space grid form is without arranging purlin torr 8 simultaneously, facilitates construction.
The foregoing is only preferred embodiment of the present utility model, be not whole embodiment of the present utility model, not in order to
Limit this utility model, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvement made
Deng, within should be included in protection domain of the present utility model.
In addition to technical characteristic described in description, remaining technical characteristic is all known to a person skilled in the art technology, in order to highlight this reality
With novel innovative characteristics, above-mentioned technical characteristic does not repeats them here.
Claims (8)
1. silo top grid structure, it is characterised in that including:
Hold Ceiling, is fixed on silo top；
Rack lower boom, rack lower boom lower surface is connected with Hold Ceiling；
Hold Ceiling ribbed stiffener, is fixed on the upper surface of Hold Ceiling, and Hold Ceiling ribbed stiffener two ends are connected with rack lower boom；
Rack top boom, is located at the top of rack lower boom and is connected with rack lower boom by rack web member,
Frame ball node, it is achieved rack web member and rack top boom, rack web member and rack lower boom, adjacent rack top boom,
The connection of adjacent rack lower boom.
2. silo top grid structure as claimed in claim 1, it is characterised in that described Hold Ceiling ribbed stiffener is along Hold Ceiling
Center is arranged circumferentially.
3. silo top grid structure as claimed in claim 1, it is characterised in that below described rack lower boom outer surface
It is welded and fixed with Hold Ceiling.
4. silo top grid structure as claimed in claim 1, it is characterised in that the diameter of described rack lower boom is more than
The diameter of described frame ball node.
5. silo top grid structure as claimed in claim 1, it is characterised in that described rack web member is angularly disposed, phase
Two adjacent rack web members and a rack top boom or the most triangle with a rack lower boom.
6. silo top grid structure as claimed in claim 1, it is characterised in that described Hold Ceiling ribbed stiffener and Hold Ceiling
Welding.
7. silo top grid structure as claimed in claim 1, it is characterised in that the cross section shape of described Hold Ceiling ribbed stiffener
Shape is circle, rectangle, L-type, grooved or I shape.
8. silo top grid structure as claimed in claim 1, it is characterised in that described rack lower boom and described rack
The non-same perpendicular of top boom is arranged so that rack web member and rack top boom or self-forming quadrangular pyramid each with rack lower boom
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620474231.0U CN205637117U (en) | 2016-05-23 | 2016-05-23 | Silo storehouse spatial grid structure that is of use |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620474231.0U CN205637117U (en) | 2016-05-23 | 2016-05-23 | Silo storehouse spatial grid structure that is of use |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205637117U true CN205637117U (en) | 2016-10-12 |
Family
ID=57054438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620474231.0U Expired - Fee Related CN205637117U (en) | 2016-05-23 | 2016-05-23 | Silo storehouse spatial grid structure that is of use |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205637117U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863045A (en) * | 2016-05-23 | 2016-08-17 | 山东大学 | Net rack structure for top of cylindrical silo |
-
2016
- 2016-05-23 CN CN201620474231.0U patent/CN205637117U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105863045A (en) * | 2016-05-23 | 2016-08-17 | 山东大学 | Net rack structure for top of cylindrical silo |
| CN105863045B (en) * | 2016-05-23 | 2018-04-24 | 山东大学 | Silo top grid structure |
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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: 20161012 Termination date: 20180523 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |