CN104326187B - Occlusion tank reinforcing structure and large-sized spiral double-flange occlusion tank applying spiral double-flange occlusion tank reinforcing structure - Google Patents
Occlusion tank reinforcing structure and large-sized spiral double-flange occlusion tank applying spiral double-flange occlusion tank reinforcing structure Download PDFInfo
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- CN104326187B CN104326187B CN201410469029.4A CN201410469029A CN104326187B CN 104326187 B CN104326187 B CN 104326187B CN 201410469029 A CN201410469029 A CN 201410469029A CN 104326187 B CN104326187 B CN 104326187B
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- muscle
- occlusion
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- reinforcement
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D90/00—Component parts, details or accessories for large containers
- B65D90/02—Wall construction
- B65D90/08—Interconnections of wall parts; Sealing means therefor
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D90/00—Component parts, details or accessories for large containers
- B65D90/02—Wall construction
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- Mechanical Engineering (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
The invention relates to a spiral double-flange occlusion tank, in particular to a spiral double-flange occlusion tank reinforcing structure and a large-sized spiral double-flange occlusion tank applying the spiral double-flange occlusion tank reinforcing structure. The occlusion tank reinforcing structure comprises occlusion ribs, wherein one side, which is far away from a tank wall, of each occlusion rib is provided with a vertical reinforcing rib; the occlusion ribs are provided with connecting pieces which can be engaged with the occlusion ribs; the occlusion ribs are fixedly connected with the reinforcing ribs through the connecting pieces. The large-sized spiral double-flange occlusion tank comprises a tank body, wherein the occlusion ribs transversely surround the outer surface of the tank body and are isolated up and down; the vertical reinforcing ribs surround the tank body at intervals; the occlusion ribs are connected with the reinforcing ribs through the connecting pieces. The occlusion tank reinforcing structure and the large-sized spiral double-flange occlusion tank have the beneficial effects that the strength of the tank body can be effectively enhanced, the tank body is prevented from leaking and collapsing, and the like.
Description
Technical field
The present invention relates to a kind of spiral double-fold occlusal tank, more particularly, to a kind of occlusion tank reinforcement structure and using the knot
The large sized spiral double-fold occlusal tank of structure.
Background technology
Spiral double-fold occlusal tank is, using the processing hardening principle and shell structure principle in Metal Forming, to pass through
Special technology and equipment adopts 2.0~4.3 mm thick steel plate or high strength galvanized steel plate " spiral, double-fold, seaming "
The tank body that technique is built.The excessive angle of bending is formed and tank wall between during occlusion muscle bending forming, spiral double-fold occlusal tank
Tank wall realizes connection and sealing by being engaged the position of muscle bending laminating.But when spiral double-fold occlusal tank is fabricated to thousand of sides
During the large-scale or ultra-large type in even upper all places, pressure inside the tank increase, being engaged muscle bending overlapping part can be drawn by the pressure in tank
Open, easily cause the fitting area reduction of occlusion muscle, disengagement, sealing reduction, even result in tank body leakage.It is existing only to use occlusion
Muscle can only make the tank body of volume very little come the spiral double-fold occlusal tank that splices, it is impossible to be fabricated to large-scale or superhuge tank
Body, limits the range of application of spiral double-fold occlusal tank.
The content of the invention
The present invention is primarily directed to existing spiral double-fold occlusal tank and realizes sealing merely with occlusion muscle and splice, work as spiral
Double-fold occlusal tank cannot carry pressure in tank body, easily cause occlusion muscle sealing drop when being fabricated to large-scale or ultra-large type
It is low in addition depart from, cause prior art to make the problem of large-scale or superhuge spiral double-fold occlusal tank, there is provided one
Plant spiral double-fold occlusal tank reinforcement structure and the large sized spiral double-fold occlusal tank using the structure.The first object of the present invention
Be can effectively strengthen tank body occlusion muscle intensity, avoid be engaged muscle be opened, improve spiral double-fold occlusal tank sealing,
Avoid tank body leakage.The second object of the present invention is that the tank body bending that can be effectively prevented between upper and lower two occlusions muscle becomes
The pulling force that shape, increase tank body compression capability and stability, reduction occlusion muscle are subject to.
What the first object of the present invention was mainly achieved by following proposal:One kind occlusion tank reinforcement structure, including
Occlusion muscle, occlusion muscle is provided with vertical reinforcement away from the side of tank skin, is provided with and the company for being engaged muscle obvolvent on occlusion muscle
Fitting, occlusion muscle is fixedly connected by connector with reinforcement.The tank skin of spiral double-fold occlusal tank is spliced by plate,
Stitching portion is, using the occlusion muscle being bent to form after imbricate, to be formed between tank skin after occlusion muscle molding and bend excessive angle.
Connector is provided with occlusion muscle, connector with muscle obvolvent is engaged and can be fixed, and the side for being engaged muscle away from tank skin is arranged
Vertical reinforcement, connector is fixedly connected with reinforcement.When the pressure in tank body is outwards pressed by tank skin inner side, occlusion muscle is received
To the obvolvent of connector, it is difficult to be opened, original contact area and sealing, connector can be kept to be fixed on vertical adding
On strong muscle, reinforcement can effectively strengthen the intensity that connector be connected with occlusion muscle, holding it is neighbouring two be engaged muscle it
Between distance, it is to avoid tank skin deform.Connector is prevented from being engaged muscle disengagement, and reinforcement can strengthen connector and be engaged muscle
Structural strength and distance, whole reinforcement structure can effectively strengthen tank intensity, avoid occlusion muscle from being opened, improve spiral pair
Fold occlusal tank sealing, avoid tank body leakage.Spiral double-fold occlusal tank is strengthened using reinforcement structure, can be made
Into large-scale or superhuge spiral double-fold occlusal tank.
Preferably, forming the excessive angle of bending between occlusion muscle and tank skin, described connector includes being located on occlusion muscle
The brace rod of side and the dowel below occlusion muscle, brace rod is obliquely installed and fits with occlusion muscle upper surface, brace rod
Be fixedly connected with reinforcement away from one end of tank skin, dowel section be in concave, dowel one end bending and with bending
Excessively angle obvolvent, the other end of dowel is abutted with brace rod lower end, dowel and brace rod bolt connection.Connector includes position
Brace rod above occlusion muscle and the dowel below occlusion muscle, brace rod is obliquely installed, it is ensured that one end of brace rod
Can fit with occlusion muscle upper surface, the other end of brace rod is used for being fixed on reinforcement.Dowel section is in concave,
One end bending of dowel and with bend excessive angle obvolvent, the other end of dowel is abutted with brace rod lower end, makes dowel i.e.
Can obvolvent occlusion muscle, brace rod can be withstood again.Dowel and brace rod bolt connection, will occlusion muscle obvolvent in dowel and
Between brace rod, the obvolvent dynamics to being engaged muscle is further enhancing, it is to avoid occlusion muscle is opened and even departs from, and further
Enhance occlusion muscle and reinforcement bonding strength.
Preferably, described brace rod section is in concave, brace rod includes upper gusset, lower web plate and positioned at upper muscle
Vertical plate between plate and lower web plate, the end of lower web plate fit with occlusion muscle and with dowel bolt connection, brace rod is close
One end end of reinforcement is fixedly installed connecting plate, and connecting plate is located between upper gusset and lower web plate, connecting plate and reinforcement
Bolt connection.The end of lower web plate with occlusion muscle fit and with dowel bolt connection, brace rod is near one end end of reinforcement
Portion is fixedly installed connecting plate, and the stress point that connecting plate is connected with reinforcement bolt connection, i.e. brace rod with occlusion muscle is lower muscle
Plate, the stress point that brace rod is connected with reinforcement is connecting plate, and lower web plate is located in two different faces with connecting plate, it is to avoid
Support muscle stress deformation, and brace rod section be in concave, brace rod include upper gusset, lower web plate and positioned at upper gusset and under
Vertical plate between gusset, upper gusset and vertical plate can strengthen the structural strength of lower web plate, it is to avoid lower web plate deforms;And even
Fishplate bar is located between upper gusset and lower web plate, and upper gusset and vertical plate can strengthen the intensity of connecting plate, it is to avoid connecting plate deforms,
Making the intensity of whole brace rod is strengthened.
Described connector can also include rectangle gusset, and the side of rectangle gusset is provided with and is engaged the matching of muscle outer surface
The obvolvent groove of conjunction, rectangle gusset is fitted fixation away from the one side of occlusion muscle with reinforcement.Connector can also include rectangle muscle
Plate, the side of rectangle gusset is provided with the obvolvent groove being engaged with occlusion muscle outer surface, and obvolvent groove can fit completely occlusion muscle
Outer surface to be engaged muscle outer surface each point carry out it is spacing, occlusion muscle under tension when, the obvolvent groove of rectangle gusset can
Prevent from being engaged muscle and be opened, rectangle gusset is fitted fixation away from the one side of occlusion muscle with reinforcement, make the rectangle gusset can not only
Enough obvolvent occlusion muscle, and occlusion muscle can be made to be firmly fixed on reinforcement.
What the second object of the present invention was mainly achieved by following proposal:Set between neighbouring two occlusions muscle
Ring muscle is equipped with, one side and the tank skin outer surface of ring muscle offset, and ring muscle is connected by adjustable bolt with reinforcement.Neighbouring two
Ring muscle is set, and one side and the tank skin outer surface of ring muscle offset, using adjustable bolt by ring muscle and reinforcement between individual occlusion muscle
Link together, when the pressure in tank body presses from inside to outside, ring muscle can withstand the outer surface of tank skin, it is ensured that tank skin is all the time
In vertical state, it is to avoid tank skin is bulged, it is to avoid cause to be engaged muscle under tension because tank skin is bulged, reduce occlusion
The pulling force that muscle is subject to, keeps the distance between neighbouring two occlusions muscle, it is to avoid occlusion muscle is opened.By adjusting adjustable spiral shell
Bolt, can the distance between regulation ring muscle and reinforcement, and then regulation ring top rib presses the pressure of tank skin, when tank body use state
When, ring muscle can resist the pressure in tank body, it is ensured that the perpendicularity of tank skin.
Preferably, described ring muscle joins end to end around tank body.Ring muscle joins end to end around the circle of tank body one, plays ring muscle
To the effect of anchor ear, keep the original diameter of tank body constant, it is to avoid the change of tank body local diameter bulges cause tank body leakage very greatly
To deformation.
Described ring muscle can also be in some intersegmental spacer rings around tank body.Ring muscle can also in some intersegmental spacer rings around tank body,
Tank body local diameter can not only be avoided to become big, and it is cost-effective to be capable of the making of ring muscle.
A kind of large sized spiral double-fold occlusal tank for applying above-mentioned occlusion tank reinforcement structure, including tank body, described stings
Close muscle and laterally surround tank body outer surface and between the upper and lower every vertical reinforcement interval surrounds tank body, and occlusion muscle passes through described company
Fitting is connected with reinforcement.When plate is spliced by occlusion muscle, plate member edge is overlapped and spiral bending, in the outer surface shape of tank body
Into occlusion muscle, muscle is engaged circumferentially about tank body, and between the upper and lower every vertical reinforcement interval surrounds tank body, and occlusion muscle passes through institute
The connector stated is connected with reinforcement, makes occlusion muscle and reinforcement in horizontal and vertical fenestral fabric around tank body, keeps away
Exempt from reinforcement and occlusion muscle flexural deformation, and then avoid tank skin from deforming.
Preferably, the maximum volume of described tank body is 10000 cubic metres.Stand when tank body volume is fabricated to 10000
When below square rice, connector, reinforcement and ring muscle can increase tank body and occlusion muscle structural strength, it is to avoid it is this large-scale or
The superhuge tank body leakage of person and deformation.Prove through stress test and actual construction, using this reinforcement structure, spiral double-fold
The tank body volume maximum of occlusion tank can be fabricated to 10000 cubic metres.
A kind of large sized spiral double-fold occlusal tank, including tank body, tank body is spliced by tank skin, the bending of tank skin edge bite
Into occlusion muscle, the excessive angle of bending is formed between occlusion muscle and tank skin, evenly around tank skin, occlusion muscle is spiral double-fold to reinforcement
Structure, occlusion muscle is provided with vertical reinforcement away from the side of tank skin, and reinforcement can be made using channel-section steel, two neighboring to add
The distance between strong muscle is 1 meter -1.5 meters, is engaged on muscle and is provided with and the connector for bending excessive angle obvolvent, and occlusion muscle is by connecting
Fitting is fixedly connected with reinforcement, and connector includes being located at the brace rod above occlusion muscle and the connection below occlusion muscle
Muscle, brace rod section is in concave, and brace rod includes upper gusset, lower web plate and vertical between upper gusset and lower web plate
Plate, upper gusset, lower web plate and vertical plate are structure as a whole, and can be made using channel-section steel, and the left and right two ends of vertical plate are vertically, up and down
Two ends incline, parallelogram shape, and dowel section is in concave, and one end of dowel is to be bent into obvolvent portion, obvolvent
Portion and the excessive angle obvolvent of bending, the other end of dowel is supporting part, and the end of lower web plate is fitted and and dowel with occlusion muscle
Bolt connection, supporting part withstands lower web plate lower end, and brace rod is fixedly installed connecting plate near one end end of reinforcement, connection
Plate is located between upper gusset and lower web plate, and connecting plate is welded and fixed with upper gusset, lower web plate and vertical plate, connecting plate and reinforcement
Bolt connection is fixed, and between neighbouring two occlusions muscle ring muscle is provided with, and ring muscle can be made using channel-section steel, the side of ring muscle
Face offsets with tank skin outer surface, and ring muscle is connected by adjustable bolt with reinforcement, ring muscle can join end to end around tank body or
In multistage spacer ring around tank body.
Therefore, spiral double-fold occlusal tank reinforcement structure of the invention and the large sized spiral double-fold occlusal using the structure
Tank possesses following advantages:1st, connector is provided with occlusion muscle, connector with excessive angle obvolvent is bent and can be fixed, occlusion
Muscle arranges vertical reinforcement away from the side of tank skin, and connector is fixedly connected with reinforcement, when the pressure in tank body is by tank skin
The outside pressure in inner side, is engaged the obvolvent that muscle is subject to connector, is difficult to be opened, and connector is prevented from being engaged muscle disengagement, strengthens
Muscle can strengthen the structural strength and distance of connector and occlusion muscle, and it is strong that whole reinforcement structure can effectively strengthen tank skin splicing
Degree, enhancing are engaged the intensity of muscle, avoid occlusion muscle from being opened, improve spiral double-fold occlusal tank sealing, avoid tank skin from leaking
And deformation;2nd, connector includes being located at the brace rod above occlusion muscle and the dowel below occlusion muscle, and brace rod is inclined
Arrange, it is ensured that one end of brace rod can fit with occlusion muscle upper surface, and the other end of brace rod is used for being fixed on reinforcement,
Dowel section is in concave, one end bending of dowel and with bend excessive angle obvolvent, the other end of dowel with support
Muscle lower end abut, make dowel i.e. can obvolvent occlusion muscle, brace rod, dowel and brace rod bolt connection can be withstood again,
The critical obvolvent of muscle will be engaged between dowel and brace rod, the obvolvent dynamics to being engaged muscle will be further enhancing, it is to avoid occlusion
Muscle is opened and even departs from, and further enhancing occlusion muscle and reinforcement bonding strength;3rd, neighbouring two occlusions muscle
Between ring muscle is set, one side and the tank skin outer surface of ring muscle offset, and ring muscle and reinforcement are connected to into one using adjustable bolt
Rise, when the pressure in tank body presses from inside to outside, ring muscle can withstand the outer surface of tank skin, it is ensured that tank skin is all the time in vertical
State, it is to avoid tank skin is bulged, reduces and causes to be engaged muscle under tension because tank skin is bulged, and keeps neighbouring two
The distance between occlusion muscle, it is to avoid occlusion muscle is opened, by adjusting adjustable bolt, can be between regulation ring muscle and reinforcement
Distance, and then regulation ring top rib presses the pressure of tank skin, when tank body use state, ring muscle can resist the pressure in tank body, protect
The perpendicularity of card tank skin.
Description of the drawings
Accompanying drawing 1 is a kind of structural representation of the present invention;
Accompanying drawing 2 is the partial enlarged drawing in accompanying drawing 1 at A in embodiment 1;
Accompanying drawing 3 is partial longitudinal section schematic diagram at B in accompanying drawing 2;
Accompanying drawing 4 is the view profile of dowel in embodiment 1 of the invention;
Accompanying drawing 5 is the axonometric chart of brace rod in embodiment 1 of the invention;
Accompanying drawing 6 is the partial enlarged drawing in accompanying drawing 1 at A in example 2;
Accompanying drawing 7 is partial longitudinal section schematic diagram at C in accompanying drawing 6;
Accompanying drawing 8 is connector structural representation in embodiment 3 in the present invention;
Accompanying drawing 9 is connector use state sectional view in embodiment 3 in the present invention.
Illustrate:01- tank bodies, 011- tank skins, 02- occlusion muscle, 021- bends excessive angle, 03- brace rods, the upper muscle of 031-
Plate, 032- vertical plates, 033- lower web plates, 034- connecting plates, 04- dowels, 041- obvolvents portion, 042- supporting parts, 05- strengthens
Muscle, 06- ring muscle, 07- adjustable bolts, 08- rectangle gussets, 081- obvolvent grooves.
Specific embodiment
Below by embodiment, and accompanying drawing is combined, technical scheme is described in further detail.
Embodiment 1:As shown in Fig. 2 a kind of spiral double-fold occlusal tank reinforcement structure, including occlusion muscle 02, it is engaged muscle 02
The excessive angle 021 of bending is formed between tank skin 011, occlusion muscle is spiral double-fold structure.Occlusion muscle is pacified away from the side of tank skin
Equipped with vertical reinforcement 05, reinforcement 05 can be made using channel-section steel.It is provided with occlusion muscle and bends excessive angle obvolvent
Connector, occlusion muscle is fixedly connected by connector with reinforcement.As shown in figure 3, connector includes being located above occlusion muscle
Brace rod 03 and the dowel 04 below occlusion muscle.As shown in Fig. 3,5, brace rod section is in concave, brace rod bag
Include gusset 031, lower web plate 033 and the vertical plate between upper gusset and lower web plate 032, upper gusset 031, lower web plate 033
Be structure as a whole with vertical plate 032, can be made using channel-section steel, the left and right two ends of vertical plate 032 vertically, upper and lower ends incline,
Parallelogram shape.As shown in Figure 3,4, dowel section is in concave, and one end of dowel is to be bent into obvolvent portion
041, obvolvent portion and the excessive angle obvolvent of bending, the other end of dowel is supporting part 042.Fit with occlusion muscle the end of lower web plate
And with dowel bolt connection, now, supporting part withstands lower web plate lower end.Brace rod is fixed near one end end of reinforcement and set
It is equipped with connecting plate 034, connecting plate is located between upper gusset and lower web plate, connecting plate and upper gusset, lower web plate and vertical plate weld
Fixed, connecting plate is fixed with reinforcement bolt connection.When muscle is engaged to bend clockwise, dowel is located at occlusion muscle lower section,
Brace rod is located at occlusion muscle top;When occlusion muscle bends counterclockwise, dowel is located at occlusion muscle top, and brace rod is located at and is engaged
Muscle lower section.
As shown in figure 1, a kind of large sized spiral double-fold occlusal for applying above-mentioned spiral double-fold occlusal tank reinforcement structure
Tank, including tank body 01, occlusion muscle is circumferentially about tank body outer surface and between the upper and lower every vertical reinforcement interval surrounds tank body, stings
Close muscle to be connected with reinforcement by described connector.The volume of tank body is 8000 cubic metres.Reinforcement is evenly around tank skin, phase
The distance between adjacent two reinforcements are 1 meter -1.5 meters, and the present embodiment is preferably 1.1 meters.It is fabricated to large sized spiral double-fold to sting
When closing tank, when plate is spliced by occlusion muscle, plate member edge is overlapped and spiral bending, and in the outer surface of tank body occlusion muscle is formed,
Muscle is engaged circumferentially about tank body, and between the upper and lower every vertical reinforcement interval surrounds tank body, and occlusion muscle passes through described connector
Be connected with reinforcement, make occlusion muscle and reinforcement in horizontal and vertical fenestral fabric around tank body, it is to avoid reinforcement and
Occlusion muscle flexural deformation, and then avoid tank skin from deforming.When tank body volume is fabricated to 8000 cubic metres, connector, reinforcement and
Ring muscle can increase the structural strength of tank body and occlusion muscle, it is to avoid this large-scale or superhuge tank body leakage and deformation.
Prove through stress test and actual construction, being fabricated to 8000 cubic metres using this reinforcement structure spiral double-fold occlusal tank can be with
It is obtained by, the substantially deformation of No leakage, nothing.
The tank skin of spiral double-fold occlusal tank is spliced by plate, and stitching portion is bent to form using after imbricate
Occlusion muscle, the excessive angle of bending is formed between tank skin after occlusion muscle molding.Connector, connector energy are provided with occlusion muscle
Enough with the excessive angle obvolvent of bending and fixed, the side for being engaged muscle away from tank skin arranges vertical reinforcement, connector and reinforcement
It is fixedly connected.When the pressure in tank body is outwards pressed by tank skin inner side, the obvolvent that muscle is subject to connector is engaged, is difficult to be opened,
Original contact area and sealing, connector can be kept to be fixed on vertical reinforcement, reinforcement can effectively increase
The intensity that strong ties part is connected with occlusion muscle, keeps the distance between neighbouring two occlusions muscle, it is to avoid tank skin deforms.Connection
Part is prevented from being engaged muscle disengagement, and reinforcement can strengthen the structural strength and distance of connector and occlusion muscle, whole to strengthen tying
Structure can effectively strengthen tank skin splicing intensity, the intensity of enhancing occlusion muscle, avoid occlusion muscle from being opened, improve spiral double-fold
It is engaged tank sealing, avoids tank skin from leaking and deform.Spiral double-fold occlusal tank is strengthened using reinforcement structure, can
The volume of spiral double-fold occlusal tank is done greatly, large-scale or superhuge spiral double-fold occlusal tank is fabricated to.Connector bag
The brace rod above occlusion muscle and the dowel below occlusion muscle are included, brace rod is obliquely installed, it is ensured that brace rod
One end can fit with occlusion muscle upper surface, and the other end of brace rod is used for being fixed on reinforcement.Dowel section is in " recessed "
Font, one end bending of dowel and with bend excessive angle obvolvent, the other end of dowel is abutted with brace rod lower end, makes connection
Muscle i.e. can obvolvent occlusion muscle, brace rod can be withstood again.Dowel and brace rod bolt connection, will be engaged the critical obvolvent of muscle and exist
Between dowel and brace rod, the obvolvent dynamics to being engaged muscle is further enhancing, it is to avoid occlusion muscle is opened and even departs from, and
And further enhancing occlusion muscle and reinforcement bonding strength.Fit with occlusion muscle and connect with dowel bolt in the end of lower web plate
Connect, brace rod is fixedly installed connecting plate, connecting plate and reinforcement bolt connection, i.e. brace rod near one end end of reinforcement
The stress point being connected with occlusion muscle is lower web plate, and the stress point that brace rod is connected with reinforcement is connecting plate, lower web plate and connection
Plate is located in two different faces, it is to avoid brace rod stress deformation, and brace rod section is in concave, and brace rod includes upper
Gusset, lower web plate and the vertical plate between upper gusset and lower web plate, upper gusset and vertical plate can strengthen the knot of lower web plate
Structure intensity, it is to avoid lower web plate deforms;And connecting plate is located between upper gusset and lower web plate, upper gusset and vertical plate can strengthen
The intensity of connecting plate, it is to avoid connecting plate deforms, and making the intensity of whole brace rod is strengthened.
Embodiment 2:The present embodiment is essentially identical with the structure of embodiment 1, and difference is, as shown in Figure 6,7, up and down
Ring muscle 06 is provided between two neighboring occlusion muscle, ring muscle 06 can be made using channel-section steel.The one side of ring muscle and tank skin appearance
Face offsets, and ring muscle is connected by adjustable bolt 07 with reinforcement.Ring muscle can join end to end around tank body, it is also possible in how intersegmental
Spacer ring is around tank body.Ring muscle is set between neighbouring two occlusions muscle, one side and the tank skin outer surface of ring muscle offset, and utilizing can
Adjust bolt that ring muscle and reinforcement link together, when the pressure in tank body presses from inside to outside, ring muscle can withstand tank skin
Outer surface, it is ensured that tank skin all the time be in vertical state, it is to avoid tank skin is bulged, reduction cause to sting because tank skin is bulged
Muscle under tension is closed, the distance between neighbouring two occlusions muscle is kept, it is to avoid occlusion muscle is opened.By adjusting adjustable spiral shell
Bolt, can the distance between regulation ring muscle and reinforcement, and then regulation ring top rib presses the pressure of tank skin, when tank body use state
When, ring muscle can resist the pressure in tank body, it is ensured that the perpendicularity of tank skin.
Embodiment 3:The present embodiment is essentially identical with the structure of embodiment 1, and difference is as shown in Figure 8,9, to connect
Part includes rectangle gusset 08, and the side of rectangle gusset is provided with the obvolvent groove 081 being engaged with occlusion muscle outer surface, rectangle gusset
Fit with reinforcement and fixed using bolt away from the one side of occlusion muscle.Connector can also include rectangle gusset, rectangle muscle
The side of plate is provided with the obvolvent groove being engaged with occlusion muscle outer surface, and obvolvent groove can completely fit and be engaged the outer surface pair of muscle
Each point of occlusion muscle outer surface carries out spacing, and during occlusion muscle under tension, the obvolvent groove of rectangle gusset is prevented from being engaged muscle
Be opened, rectangle gusset is fitted fixation away from the one side of occlusion muscle with reinforcement, make rectangle gusset can not only obvolvent be engaged
Muscle, and occlusion muscle can be made to be firmly fixed on reinforcement.
It should be understood that the embodiment is only illustrative of the invention and is not intended to limit the scope of the invention.In addition, it is to be understood that
After having read the content of instruction of the present invention, those skilled in the art can make various changes or modifications to the present invention, these etc.
Valency form equally falls within the application appended claims limited range.
Claims (9)
1. a kind of occlusion tank reinforcement structure, including occlusion muscle, it is characterised in that occlusion muscle is provided with vertically away from the side of tank skin
Reinforcement, occlusion muscle on be provided with and the connector for be engaged muscle obvolvent, be engaged muscle be fixedly connected with reinforcement by connector,
Form the excessive angle of bending between occlusion muscle and tank skin, described connector includes being located at the brace rod above occlusion muscle and positioned at stinging
Close muscle below dowel, brace rod be obliquely installed and with occlusion muscle upper surface fit, brace rod away from tank skin one end with add
Strong muscle is fixedly connected, and dowel section is in concave, one end bending of dowel and with bend excessive angle obvolvent, dowel
The other end is abutted with brace rod lower end, dowel and brace rod bolt connection.
2. it is according to claim 1 to be engaged tank reinforcement structure, it is characterised in that described brace rod section is in " recessed " word
Shape, brace rod include upper gusset, lower web plate and the vertical plate between upper gusset and lower web plate, the end of lower web plate be engaged
Muscle fit and with dowel bolt connection, brace rod is fixedly installed connecting plate, connecting plate position near one end end of reinforcement
Between upper gusset and lower web plate, connecting plate and reinforcement bolt connection.
It is 3. according to claim 1 to be engaged tank reinforcement structure, it is characterised in that described connector includes rectangle gusset,
The side of rectangle gusset is provided with and the occlusion obvolvent groove that is engaged of muscle outer surface, rectangle gusset away from occlusion muscle one side with
Reinforcement laminating is fixed.
4. the occlusion tank reinforcement structure according to claim 1 or 2 or 3, it is characterised in that neighbouring two occlusions muscle it
Between be provided with ring muscle, one side and the tank skin outer surface of ring muscle offset, and ring muscle is connected by adjustable bolt with reinforcement.
5. it is according to claim 4 to be engaged tank reinforcement structure, it is characterised in that described ring muscle joins end to end around tank
Body.
6. it is according to claim 4 occlusion tank reinforcement structure, it is characterised in that described ring muscle in some intersegmental spacer rings around
Tank body.
7. a kind of large sized spiral double-fold for applying the occlusion tank reinforcement structure in claim 1 to 6 described in any one is stung
Close tank, including tank body, it is characterised in that described occlusion muscle is circumferentially about tank body outer surface and between the upper and lower every vertical reinforcement
Muscle interval surrounds tank body, and occlusion muscle is connected by described connector with reinforcement.
8. large sized spiral double-fold occlusal tank according to claim 7, it is characterised in that the volume of described tank body is maximum
It is worth for 10000 cubic metres.
9. a kind of large sized spiral double-fold occlusal tank, including tank body, tank body is spliced by tank skin, and tank skin coincident is bent into
Occlusion muscle, forms the excessive angle of bending between occlusion muscle and tank skin, reinforcement is evenly around tank skin, it is characterised in that being engaged muscle is
Spiral double-fold structure, occlusion muscle is provided with vertical reinforcement away from the side of tank skin, and reinforcement is made using channel-section steel, adjacent
The distance between two reinforcements are 1 meter -1.5 meters, are engaged on muscle and are provided with and bend the connector of excessive angle obvolvent, are engaged muscle
It is fixedly connected with reinforcement by connector, connector includes being located at the brace rod above occlusion muscle and below occlusion muscle
Dowel, brace rod section is in concave, and brace rod includes upper gusset, lower web plate and between upper gusset and lower web plate
Vertical plate, upper gusset, lower web plate and vertical plate are structure as a whole, and are made using channel-section steel, and the left and right two ends of vertical plate are vertically, up and down
Two ends incline, parallelogram shape, and dowel section is in concave, and one end of dowel is to be bent into obvolvent portion, obvolvent
Portion and the excessive angle obvolvent of bending, the other end of dowel is supporting part, and the end of lower web plate is fitted and and dowel with occlusion muscle
Bolt connection, supporting part withstands lower web plate lower end, and brace rod is fixedly installed connecting plate near one end end of reinforcement, connection
Plate is located between upper gusset and lower web plate, and connecting plate is welded and fixed with upper gusset, lower web plate and vertical plate, connecting plate and reinforcement
Bolt connection is fixed, and between neighbouring two occlusions muscle ring muscle is provided with, and ring muscle is made using channel-section steel, the one side of ring muscle with
Tank skin outer surface offsets, and ring muscle is connected by adjustable bolt with reinforcement, and ring muscle joins end to end around tank body or in how intersegmental
Spacer ring is around tank body.
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CN201410469029.4A CN104326187B (en) | 2014-09-15 | 2014-09-15 | Occlusion tank reinforcing structure and large-sized spiral double-flange occlusion tank applying spiral double-flange occlusion tank reinforcing structure |
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CN104326187A CN104326187A (en) | 2015-02-04 |
CN104326187B true CN104326187B (en) | 2017-04-12 |
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CN107642525A (en) * | 2017-11-17 | 2018-01-30 | 安阳利浦筒仓工程有限公司 | A kind of metal steel strap helical buckling mouth biting type tank body outer locking fast-assembling jockey |
CN113028268B (en) * | 2021-03-30 | 2022-07-08 | 中冶南方工程技术有限公司 | Gas tank, gas tank side plate and manufacturing method thereof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101311082A (en) * | 2007-05-22 | 2008-11-26 | 杭州能源环境工程有限公司 | Large sized spiral double- fold occlusal tank intensity reinforcing device and mounting method |
CN202030228U (en) * | 2011-04-14 | 2011-11-09 | 孙逸宸 | Novel petrochemical energy-saving and thermal-insulating system |
CN202594154U (en) * | 2012-04-05 | 2012-12-12 | 淮安正昌饲料有限公司 | Simple and easy cylindrical material bin |
CN202765628U (en) * | 2012-08-23 | 2013-03-06 | 郑州市鼎力干燥设备有限公司 | Feed bin with reinforcing ribs |
CN204280403U (en) * | 2014-09-15 | 2015-04-22 | 杭州能源环境工程有限公司 | Occlusion tank is strengthened structure and is applied the large sized spiral double-fold occlusal tank of this structure |
-
2014
- 2014-09-15 CN CN201410469029.4A patent/CN104326187B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101311082A (en) * | 2007-05-22 | 2008-11-26 | 杭州能源环境工程有限公司 | Large sized spiral double- fold occlusal tank intensity reinforcing device and mounting method |
CN202030228U (en) * | 2011-04-14 | 2011-11-09 | 孙逸宸 | Novel petrochemical energy-saving and thermal-insulating system |
CN202594154U (en) * | 2012-04-05 | 2012-12-12 | 淮安正昌饲料有限公司 | Simple and easy cylindrical material bin |
CN202765628U (en) * | 2012-08-23 | 2013-03-06 | 郑州市鼎力干燥设备有限公司 | Feed bin with reinforcing ribs |
CN204280403U (en) * | 2014-09-15 | 2015-04-22 | 杭州能源环境工程有限公司 | Occlusion tank is strengthened structure and is applied the large sized spiral double-fold occlusal tank of this structure |
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