CN106939962A - Adjustable die mould cylinder type gas cabinet piston ring beam - Google Patents
Adjustable die mould cylinder type gas cabinet piston ring beam Download PDFInfo
- Publication number
- CN106939962A CN106939962A CN201710233275.3A CN201710233275A CN106939962A CN 106939962 A CN106939962 A CN 106939962A CN 201710233275 A CN201710233275 A CN 201710233275A CN 106939962 A CN106939962 A CN 106939962A
- Authority
- CN
- China
- Prior art keywords
- box beam
- piston ring
- ring beam
- die mould
- cylinder type
- 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.)
- Pending
Links
- 239000000463 material Substances 0.000 claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims abstract description 23
- 241000935974 Paralichthys dentatus Species 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 238000005452 bending Methods 0.000 claims description 5
- 210000003205 muscle Anatomy 0.000 claims description 5
- 239000003351 stiffener Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 241000242541 Trematoda Species 0.000 claims description 2
- 239000002689 soil Substances 0.000 claims description 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000012423 maintenance Methods 0.000 abstract 1
- 238000007789 sealing Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17B—GAS-HOLDERS OF VARIABLE CAPACITY
- F17B1/00—Gas-holders of variable capacity
- F17B1/02—Details
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention discloses a kind of new adjustable die mould cylinder type gas cabinet piston ring beam, is designed mainly for providing a kind of piston ring beam of safe, high capacity adjustable die mould gas holder；A kind of new adjustable die mould cylinder type gas cabinet piston ring beam of the invention, including closed box beam housing, box beam concrete, box beam stirrup, box beam longitudinal rib, anchor fluke, light material, reinforcement, cushion block；The anchor fluke is welded in closed box beam case inside, and the light material is positioned over box beam center, and the light material border sets reinforcement, a number of cushion block is set between the reinforcement and light material；The closed box beam enclosure interior sets piston ring beam steel, and piston ring beam steel includes box beam longitudinal rib and box beam stirrup；The closed box beam enclosure interior pours full concrete, high capacity of the present invention, and strong using function, steel material is small, and repair and maintenance is convenient.
Description
Technical field
The present invention relates to a kind of piston ring beam, specially a kind of adjustable die mould cylinder type gas cabinet piston ring beam.
Background technology
The principle of adjustable die mould cylindrical shape gas chamber is that the piston ring beam of traditional cylindrical shape gas chamber is done into dot, by original
The form of the piston fence come makes truss form into, and makes the center spherical shell of original cylindrical shape gas chamber into similar graceful formula gas holder
Folded plate form, piston ring beam can so be done to the work that the additional counterweight of dot is positioned on piston folded plate type base plate instead
Dynamic counterweight, such a design can realize a wide range of regulation of gas holder pressure, and the size of its adjustable range and the size of piston ring beam
Size is closely bound up, and ring beam is smaller, then adjustable range is bigger.
In addition, piston ring depth of beam is determined by the height of the Seal Oil of gas holder, and after gas holder pressure is determined, piston ring
Depth of beam is also determined that, so if the regulation by way of changing piston ring beam size to realize gas holder pressure
It can only change the width of piston ring beam, and in the piston stress system of gas holder, the stress of piston ring beam is considerably complicated, draws, cut,
Load is turned round all especially big, in this case, the concrete beam action in piston ring beam is just extremely important, if section of ring beam
If face size is small, its stress performance is just greatly reduced, so the stress performance to improve ring beam, the section that increase ring beam is several
What mechanics parameter, the moment of inertia of increasing section；On the other hand, cylindrical shape gas cabinet piston ring beam also has the function as aisle, such as
Shown in Fig. 1 and Fig. 2, when piston case beam width is smaller, due to the placement of sealing device depression bar, piston ring beam has been had a strong impact on
Aisle function, leverages the use function of gas cabinet piston ring beam.
The content of the invention
Regarding to the issue above, the present invention provides a kind of new adjustable die mould cylinder type gas cabinet piston ring beam.
To reach above-mentioned purpose, the present invention includes closed box beam housing and box beam concrete；The box beam enclosure interior
Length direction of the center along box beam housing, which is extended, cavity, fills full between the box beam housing and the cavity
The box beam concrete.
Preferably, it is evenly arranged with the box beam housing border inwall in some anchor flukes, anchor fluke one end and box beam housing
Wall is connected, and the other end is stretched into inside box beam concrete.
Preferably, the box beam concrete is internally provided with the ring beam stirrups of some circular box beam longitudinal section borders and some
With the vertically disposed longitudinal reinforcement of ring beam stirrup.
Preferably, cavity border is provided with reinforcement inside the box beam concrete, the reinforcement includes some flat
Row is in the horizontal stiffener of box beam longitudinal section, some walings perpendicular to box beam longitudinal section and some in box beam longitudinal section
Angled corner reinforcement.
Preferably, some light materials are provided with the cavity.
Preferably, a number of cushion block, described cushion block one end and lightweight are set between the reinforcement and light material
Material, the other end is contacted with reinforcement.
Preferably, the pad thickness is not more than 50mm.
Preferably, the light material section form is rectangle.
Preferably, the anchor fluke is peg form or reinforcing bar bending form.
Preferably, the box beam concrete label is not less than C25.
A kind of new adjustable die mould cylinder type gas cabinet piston ring beam of the invention, first, the placement of light material can increase
The volume of piston ring beam, and because light material is placed on piston ring beam center, the width of piston beams of concrete increases
Plus, novel piston ring beam is identical with the volume of concrete of former piston ring beam, and because cross-sectional width is greatly increased, piston ring beam is mixed
The cross section parameter of solidifying soil box beam is greatly increased, and the bending resistance of piston ring beam and anti-twisting property are greatly increased；
Secondly, by welding anchor fluke in the inner side of closed box beam housing, and in anchor fluke and piston ring beam beams of concrete
Vertical muscle and stirrup synergy, makes the beams of concrete in the steel plate and piston ring beam of closed box beam housing constitute steel-concrete
Combination stressed component, considerably increases the bearing capacity of piston ring beam.
Again, due to placed light material inside piston ring beam block, the width of piston ring beam is greatly increased, and is made original
The situation that it is unfavorable that the piston ring beam impacted by sealing device depression bar is gone together is substantially improved.
Brief description of the drawings
Fig. 1 is piston ring beam schematic diagram at the truss of Conventional tunable die mould cylinder type gas holder；
Fig. 2 be Conventional tunable die mould cylinder type gas holder truss between piston ring beam schematic diagram；
Fig. 3 is piston ring beam schematic diagram at the truss of adjustable die mould cylinder type gas holder of the invention；
Fig. 4 be adjustable die mould cylinder type gas holder of the invention truss between piston ring beam schematic diagram；
Fig. 5 is the piston ring beam internal structural map of adjustable die mould cylinder type gas holder of the invention.
Fig. 6 is drawing at the piston ring beam internal lightweight material of adjustable die mould cylinder type gas holder of the invention.
Closed box beam housing 1, box beam concrete 2, box beam stirrup 3, box beam longitudinal rib 4, anchor fluke 5, light material 6, plus
Strengthening tendons 7, horizontal stiffener 71, waling 72 and corner reinforcement 73, cushion block 8, sealing mechanism 9.
Embodiment
With reference to Figure of description, the present invention will be further described.
The embodiment of the present invention one
As illustrated in figures 3-6, a kind of adjustable die mould cylinder type gas cabinet piston ring beam of the embodiment of the present invention, it is characterised in that：Bag
Include closed box beam housing 1 and box beam concrete 2；Length side of the inner hub location of box beam housing 1 along box beam housing 1
There is cavity to being extended, the full box beam concrete 2 is filled between the box beam housing 1 and the cavity.
Cavity can be that section form is square, circular or other geometries so that the mechanical model of piston beams of concrete
The upper box beam for forming central hollow；The piston ring beam mode hollow by increasing, in box beam concrete constancy of volume
In the case of increase piston ring beam body product, the section factor in increase piston ring beam improves piston ring joist support loading capability.
First, the placement of light material can increase the volume of piston ring beam, and because cavity is arranged in piston ring beam
Heart position, the width of piston beams of concrete is greatly increased, and novel piston ring beam is identical with the volume of concrete of former piston ring beam, and
Because cross-sectional width is greatly increased, the cross section parameter of piston ring beam concrete box girder is greatly increased, the bending resistance of piston ring beam and anti-
Torsion ability is greatly increased；
Secondly, the lower-cord beam of piston truss is connected to the side lower of closed box beam housing, and the end of piston truss is stood
Post is connected on the outside of the top surface of closed box beam housing, between sealing mechanism is located between closed box beam housing and gas holder side plate
Gap, the depression bar of sealing mechanism 9 is located on the top board of closed box beam housing, and light material is positioned over piston ring beam beams of concrete
Centre position, the passage space considerably increased on the width of piston ring beam, comparison diagram 2 and 4, piston ring beam is enough, personnel's
It is current not limited by the sealing mechanism 9 of cylinder type gas holder, make the original impacted piston ring beam by sealing device depression bar
The unfavorable situation of colleague is substantially improved.
Embodiment two, on the basis of above-described embodiment, some anchors are evenly arranged with the box beam housing border inwall
Pawl 5, one end of anchor fluke 5 is connected with the inwall of box beam housing 1, and the other end is stretched into inside box beam concrete 2.
Anchor fluke is solderable on the inwall of box beam housing border, by welding anchor fluke in the inner side of closed box beam housing, and
Anchor fluke and piston ring beam beams of concrete synergy, make the beams of concrete group in the steel plate and piston ring beam of closed box beam housing
Into the combination stressed component of steel-concrete, the bearing capacity of piston ring beam is considerably increased.
Embodiment three, on the basis of above-described embodiment, the box beam concrete is internally provided with some circular box beams and indulged
The ring beam stirrup 3 of section border and some and vertically disposed longitudinal reinforcement 4 of the ring beam stirrup.
There is provided stirrup and vertical muscle, anchor fluke and vertical muscle and stirrup synergy in piston ring beam beams of concrete, make closing
The beams of concrete composition combination stressed component of steel-concrete in the steel plate and piston ring beam of formula box beam housing, considerably increases work
The bearing capacity of plug ring beam.
Example IV, on the basis of above-described embodiment, reinforcement is provided with inside the box beam concrete along cavity border
Muscle 7, the reinforcement includes some horizontal stiffeners 71 parallel to box beam longitudinal section, some perpendicular to the vertical of box beam longitudinal section
To 72 reinforcements and some corner reinforcements 73 angled in box beam longitudinal section.
The quantity of waling 72 and position are determined that its size and spacing need to meet force request by the size of cavity,
Also need to meet related specifications requirement simultaneously.
Embodiment five, on the basis of above-described embodiment, is provided with some light materials 6 in the cavity.
Light material is similar rigid foam plate material, and the light material section form is square, circular or other are several
What shape, the light material is not involved in structure stress.
Some transverse steels and/or longitudinal reinforcement are may also set up in cavity, so as to form light material.
Embodiment six, on the basis of above-described embodiment, certain amount is set between the reinforcement 7 and light material 6
Cushion block 8, described one end of cushion block 8 contacted with light material 6, and the other end is contacted with reinforcement 7.
Embodiment seven, on the basis of above-described embodiment, the pad thickness is not more than 50mm.
The protective layer thickness of ring beam concrete is mainly met, the with good grounds specific engineering size of quantity of cushion block is determined.
Embodiment eight, on the basis of above-described embodiment, the section form of light material 6 is rectangle.
Embodiment nine, on the basis of above-described embodiment, the anchor fluke 5 is peg form or reinforcing bar bending form.
Embodiment ten, on the basis of above-described embodiment, the label of box beam concrete 2 is not less than C25.
Piston box beam concrete grade is not less than C25, and the box beam concrete label need to select reasonable according to stressing conditions
Concrete grade, piston concrete need to configure the cement expansive material of doses.
More than, only presently preferred embodiments of the present invention, but protection scope of the present invention is not limited thereto, and it is any to be familiar with sheet
Those skilled in the art the invention discloses technical scope in, the change or replacement that can be readily occurred in should all be covered
Within protection scope of the present invention.Therefore, the protection domain that protection scope of the present invention should be defined by claim is defined.
Claims (10)
1. a kind of adjustable die mould cylinder type gas cabinet piston ring beam, it is characterised in that：Including closed box beam housing and box beam coagulation
Soil；Length direction of the box beam enclosure interior center along box beam housing, which is extended, cavity, the box beam housing
The full box beam concrete is filled between the cavity.
2. adjustable die mould cylinder type gas cabinet piston ring beam according to claim 1, it is characterised in that the box beam housing border
Some anchor flukes are evenly arranged with inwall, anchor fluke one end is connected with box beam inner walls, and the other end is stretched into inside box beam concrete.
3. adjustable die mould cylinder type gas cabinet piston ring beam according to claim 1, it is characterised in that in the box beam concrete
Portion is provided with the ring beam stirrup and some and vertically disposed longitudinal steel of the ring beam stirrup of some circular box beam longitudinal section borders
Muscle.
4. adjustable die mould cylinder type gas cabinet piston ring beam according to claim 1, it is characterised in that in the box beam concrete
Portion is provided with reinforcement along cavity border, and the reinforcement includes some horizontal stiffeners parallel to box beam longitudinal section, some
Waling and some corner reinforcements angled in box beam longitudinal section perpendicular to box beam longitudinal section.
5. the adjustable die mould cylinder type gas cabinet piston ring beam according to claim 1 or 4, it is characterised in that set in the cavity
It is equipped with some light materials.
6. adjustable die mould cylinder type gas cabinet piston ring beam according to claim 5, it is characterised in that the reinforcement and lightweight
A number of cushion block is set between material, and described cushion block one end is contacted with light material, and the other end is contacted with reinforcement.
7. adjustable die mould cylinder type gas cabinet piston ring beam according to claim 6, it is characterised in that the pad thickness is little
In 50mm.
8. adjustable die mould cylinder type gas cabinet piston ring beam according to claim 1, it is characterised in that the light material section
Form is rectangle.
9. adjustable die mould cylinder type gas cabinet piston ring beam according to claim 2, it is characterised in that the anchor fluke is peg shape
Formula or reinforcing bar bending form.
10. adjustable die mould cylinder type gas cabinet piston ring beam according to claim 1, it is characterised in that the box beam concrete
Label is not less than C25.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710233275.3A CN106939962A (en) | 2017-04-11 | 2017-04-11 | Adjustable die mould cylinder type gas cabinet piston ring beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710233275.3A CN106939962A (en) | 2017-04-11 | 2017-04-11 | Adjustable die mould cylinder type gas cabinet piston ring beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106939962A true CN106939962A (en) | 2017-07-11 |
Family
ID=59464191
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710233275.3A Pending CN106939962A (en) | 2017-04-11 | 2017-04-11 | Adjustable die mould cylinder type gas cabinet piston ring beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106939962A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114151712A (en) * | 2021-11-29 | 2022-03-08 | 中冶华天南京工程技术有限公司 | Accessible leveling support that passes |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB501759A (en) * | 1937-09-04 | 1939-03-06 | Stent Precast Concrete Ltd | Improvements in and relating to reinforced concrete beam and like members |
| CN102433960A (en) * | 2011-10-20 | 2012-05-02 | 沈阳建筑大学 | Foam filled reinforced concrete hollow beam |
| CN104563390A (en) * | 2015-01-21 | 2015-04-29 | 广东工业大学 | FRP (fiber reinforce plastic) tube-concrete-multiple steel tube hollow combined single-box or multi-box multi-compartment beam |
| CN105729616A (en) * | 2016-04-23 | 2016-07-06 | 华北理工大学 | Self-compacting concrete prefabricated hollow plate girder with hybrid fibres instead of reinforcing steel bars and manufacturing method |
| CN205560260U (en) * | 2016-04-28 | 2016-09-07 | 中冶华天工程技术有限公司 | Drum moulded coal gas holder open type piston ring beam |
-
2017
- 2017-04-11 CN CN201710233275.3A patent/CN106939962A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB501759A (en) * | 1937-09-04 | 1939-03-06 | Stent Precast Concrete Ltd | Improvements in and relating to reinforced concrete beam and like members |
| CN102433960A (en) * | 2011-10-20 | 2012-05-02 | 沈阳建筑大学 | Foam filled reinforced concrete hollow beam |
| CN104563390A (en) * | 2015-01-21 | 2015-04-29 | 广东工业大学 | FRP (fiber reinforce plastic) tube-concrete-multiple steel tube hollow combined single-box or multi-box multi-compartment beam |
| CN105729616A (en) * | 2016-04-23 | 2016-07-06 | 华北理工大学 | Self-compacting concrete prefabricated hollow plate girder with hybrid fibres instead of reinforcing steel bars and manufacturing method |
| CN205560260U (en) * | 2016-04-28 | 2016-09-07 | 中冶华天工程技术有限公司 | Drum moulded coal gas holder open type piston ring beam |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114151712A (en) * | 2021-11-29 | 2022-03-08 | 中冶华天南京工程技术有限公司 | Accessible leveling support that passes |
| CN114151712B (en) * | 2021-11-29 | 2023-08-18 | 中冶华天南京工程技术有限公司 | Accessible leveling support |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170711 |