CN104560065B - False corbel bracket and using method thereof during examining and repairing corbel bricks in dry quenching chute - Google Patents
False corbel bracket and using method thereof during examining and repairing corbel bricks in dry quenching chute Download PDFInfo
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- CN104560065B CN104560065B CN201310496320.6A CN201310496320A CN104560065B CN 104560065 B CN104560065 B CN 104560065B CN 201310496320 A CN201310496320 A CN 201310496320A CN 104560065 B CN104560065 B CN 104560065B
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- bracket
- angle
- false
- chute
- bolt
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- C—CHEMISTRY; METALLURGY
- C10—PETROLEUM, GAS OR COKE INDUSTRIES; TECHNICAL GASES CONTAINING CARBON MONOXIDE; FUELS; LUBRICANTS; PEAT
- C10B—DESTRUCTIVE DISTILLATION OF CARBONACEOUS MATERIALS FOR PRODUCTION OF GAS, COKE, TAR, OR SIMILAR MATERIALS
- C10B29/00—Other details of coke ovens
- C10B29/02—Brickwork, e.g. casings, linings, walls
-
- C—CHEMISTRY; METALLURGY
- C10—PETROLEUM, GAS OR COKE INDUSTRIES; TECHNICAL GASES CONTAINING CARBON MONOXIDE; FUELS; LUBRICANTS; PEAT
- C10B—DESTRUCTIVE DISTILLATION OF CARBONACEOUS MATERIALS FOR PRODUCTION OF GAS, COKE, TAR, OR SIMILAR MATERIALS
- C10B39/00—Cooling or quenching coke
- C10B39/02—Dry cooling outside the oven
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Materials Engineering (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Organic Chemistry (AREA)
- Coke Industry (AREA)
Abstract
The invention relates to a false corbel bracket. The false corbel bracket comprises a bearing beam (1), a support member (2) and a chute opening contact member (3). The corbel bracket is characterized in that the bearing beam (1) is a steel beam horizontally arranged, screw holes are respectively formed in both ends of the support member (2), and a screw hole is formed in one end of the chute opening contact member (3), so that the chute opening contact member (3) is in bolt connection with the bearing beam (1) through a bolt; a stiffened plate with a screw hole is fixedly welded to the lower part of the other end of the chute opening contact member (3), so that the chute opening contact member (3) is in bolt connection with the support member (2) through a bolt; a screw hole is formed in the other end part of the chute opening contact member (3), so that the chute opening contact member (3) is in bolt connection with angle steel (5) through bolts; therefore, the false corbel bracket is formed through overlapping of the support member (2) and the chute opening contact member (3) below the bearing beam (1) in a Y shape. The false corbel bracket and the using method thereof during examining and repairing corbel bricks in a dry quenching chute, disclosed by the invention, have the advantages that the false corbel bracket is simple in structure, is convenient to manufacture, and the bricks on a corbel are supported to ensure that the bricks do not collapse and to ensure that in a replacing process of the corbel bricks, the structure of fireproof materials of a furnace body is not damaged.
Description
Technical field
The present invention relates to a kind of support, specifically, be a kind of using support as false angle-table bracket and its oblique in dry coke quenching
Using method in road bracket brick maintenance.
Background technology
In order to adapt to national energy saving and environmental protection requirement, most domestic steel mill and coke-oven plant is successively newly-built dry puts out
Burnt replacement wet quenching.According to we from domestic dry coke quenching from structure design, slope air course position is crucial, one side skew wind
Road supporting brick will bear top partition wall and the weight of ring air channel internal refractories(About 200t), in production process body of heater partially in,
Slope air course supporting brick bears weight offset, discontinuity;On the other hand it is slope air course position refractory material work under bad environment,
It is subject to temperature fusion, rapid heat cycle for a long time, the impact such as air blast washes away, the friction of coke, chemical etching effect, thus lead to skew wind
The supporting brick fracture of road position, refractory material is impaired fastest, is the life-span bottleneck of whole coke dry quenching body refractory material, its longevity
Life is only more than about 1 year, and other position refractory life of coke dry quenching body about 8 years.Ask for slope air course bracket brick wear and rupture
Topic, at present, preferable repair method is to carry out safeguard protection with furred ceiling technical measures, to slope air course bracket windward side refractory brick
Removed, then again built by laying bricks or stones.Generally dry coke quenching chute bracket brick is destroyed seriously due to production process, typically needs every year
Want shutdown maintenance, the method for maintenance is to change damaged bracket brick.But furred ceiling technology installing engineering amount is big, installs, make steel
Amount has more than 18 tons.For the feature that maintenance duration is nervous, the high labor intensive, the cost that bring construction are big, there is potential safety hazard.
Therefore known dry coke quenching chute bracket brick repair method has above-mentioned a variety of inconvenience and problem.
Content of the invention
The purpose of the present invention, is to propose a kind of simple steel structure support of structure, makes the configuration design of support, imitates into
Need the size of the dry coke quenching chute bracket of maintenance, steel structure support is made the false angle-table bracket of " false bracket " form.
It is another object of the present invention to proposing a kind of raising chute area maintenance safety protection factor, reducing construction working
Using method in the maintenance of dry coke quenching chute bracket brick for the false angle-table bracket of amount.
For achieving the above object, the technical solution of the present invention is:
A kind of vacation angle-table bracket, including spandrel girder, support member and chute mouth contact it is characterised in that:
Described spandrel girder is a horizontally disposed girder steel, and its one end top is provided with screw to be bolted with angle steel with bolt, one
End bottom welds a stiffened panel carrying screw admittedly, and other end bottom also welds a stiffened panel carrying screw admittedly;
The two ends of described support member are equipped with screw, and its one end bolt is bolted with the stiffened panel of spandrel girder, and the other end sets
There is screw;
One end of described chute mouth contact is provided with screw to be bolted with spandrel girder with bolt, and other end bottom welds a band admittedly
To be bolted with support member with bolt, its other end is provided with screw to be bolted with angle steel with bolt to the stiffened panel having screw, thus
Be formed under spandrel girder by the support member false angle-table bracket set up Y-shaped with chute mouth contact.
The false angle-table bracket of the present invention can also be further achieved by the following technical measures.
Aforesaid vacation angle-table bracket, wherein said vacation angle-table bracket is being contacted with chute mouth by support member under spandrel girder
The V-shaped false angle-table bracket set up of part.
Aforesaid vacation angle-table bracket, wherein said spandrel girder, support member and chute mouth contact are all using 18b channel-section steel system
Make, material is Q235.
A kind of using method in the maintenance of dry coke quenching chute bracket brick for vacation angle-table bracket is it is characterised in that walk below including
Suddenly:
A, pre- false making angle-table bracket loose mail
According to dry coke quenching chute portion structure characteristic, carry out force analysis, determine that support meets actual loading needs, calculate
The size of support, pre- false making angle-table bracket loose mail, the false angle-table bracket of making is identical with dry coke quenching bracket quantity, overall dimensions;
False angle-table bracket loose mail includes spandrel girder, support member and chute mouth contact;
It is assembled into false angle-table bracket loose mail in b, stove and become single entirety
Including spandrel girder, the false angle-table bracket loose mail point single-piece of support member and chute mouth contact transports to stove from fire door
Interior, carry out being assembled into the single entirety of false angle-table bracket in stove;Single vacation angle-table bracket is placed in chute mouth, single vacation bracket
During mount, place 1 scaffolding steel pipe on chute mouth top and use as interim vacation angle-table bracket of installing;Single vacation bracket
After support installs, using connector L75 × 75 × 10mm angle steel, the securing member plain bolt of M20 × 40mm, connector
Angle steel is linked to be all single vacation angle-table brackets circular overall;
C, the maintenance of dry coke quenching chute bracket brick
Before bracket brick is removed in maintenance, place hydraulic jack above each spandrel girder, supporting plate is placed at jack top,
The height stand chute adjusting jack crosses dome brick, makes support load-bearing stress, and upper back refractory brick removed by damaged bracket brick
Weight transfer on false angle-table bracket, make the brick on support bracket top not cave in.
After technique scheme, the false angle-table bracket of the present invention and dry coke quenching chute bracket brick maintenance in use
Method has advantages below:
1st, false angle-table bracket structure is simple, easy to make;
2nd, the brick on bracket top is supported not cave in it is ensured that the safety of workmen;
3rd, guarantee not damaging fire resisting material of furnace body structure in bracket brick Renewal process;
4th, the highly protective chute dome brick of making a slip of the tongue adjusting jack does not sink when bracket brick overhauls
5th, reduce dry coke quenching chute bracket brick maintenance engineering cost.
Brief description
Fig. 1 is the Y-shaped false angle-table bracket structural representation set up of the embodiment of the present invention;
Fig. 2 is the V-shaped false angle-table bracket structural representation set up of the embodiment of the present invention;
Fig. 3 is the false angle-table bracket use state schematic diagram of the embodiment of the present invention;
Fig. 4 is the dry coke quenching chute area bracket brick structure schematic diagram of the embodiment of the present invention.
In figure:1 spandrel girder, 2 support members, 3 chute mouth contacts, 4 supporting plates, 5 angle bar, 6 jack, 7 chute oral thermometer face bricks
Line, 8 castables, 9 cross dome brick, and 10 need the bracket brick of maintenance.
Specific embodiment
With reference to embodiments and its accompanying drawing illustrates further to the present invention.
Embodiment 1
A kind of Y-shaped false angle-table bracket set up
Referring now to Fig. 1, Fig. 1 is the false angle-table bracket structural representation of the embodiment of the present invention.As illustrated, described load-bearing
Beam 1 is a horizontally disposed girder steel, and length is 935mm, and its one end top is provided with screw to be bolted with angle steel 5 with bolt, one end
Bottom welds a stiffened panel carrying screw admittedly, and other end bottom also welds a stiffened panel carrying screw admittedly;
Described support member 2 length is 810mm, and its two ends is equipped with screw, the stiffened panel bolt of one end bolt and spandrel girder 1
Connect, the other end is provided with screw;
Described chute mouth contact 3 length is 894mm, and its one end is provided with screw to be bolted with spandrel girder 1 with bolt, another
End bottom is admittedly welded one and is carried the stiffened panel of screw to be bolted with support member 2 with bolt, and its other end is provided with screw with bolt
Bolt with angle steel 5, be thus formed under spandrel girder 1 by the support member 2 false bracket set up Y-shaped with chute mouth contact 3
Support;Wherein said spandrel girder 1, support member 2 and chute mouth contact 3 are all made using 18b channel-section steel, and material is Q235.
Embodiment 2
A kind of V-shaped false angle-table bracket set up
It is V-shaped by support member 2 and chute mouth contact 3 under spandrel girder 1 that the present embodiment removes described vacation angle-table bracket
Set up into outer, remaining is with embodiment 1.
Embodiment 3
A kind of using method in the maintenance of dry coke quenching chute bracket brick for vacation angle-table bracket is it is characterised in that walk below including
Suddenly:
A, pre- false making angle-table bracket loose mail
According to dry coke quenching chute portion structure characteristic, carry out force analysis, determine that support meets actual loading needs, calculate
The size of support, pre- false making angle-table bracket loose mail, the false angle-table bracket of making is identical with dry coke quenching bracket quantity, overall dimensions;
False angle-table bracket loose mail includes spandrel girder 1, support member 2 and chute mouth contact 3.
It is assembled into false angle-table bracket loose mail in b, stove and become single entirety
Including spandrel girder 1, the false angle-table bracket loose mail point single-piece of support member 2 and chute mouth contact 3 is transported to from fire door
In stove, carry out being assembled into the single entirety of false angle-table bracket in stove;Single vacation angle-table bracket is placed in chute mouth, single vacation cattle
When leg support is laid, place 1 scaffolding steel pipe on chute mouth top and use as interim vacation angle-table bracket of installing;Single vacation cattle
After leg support installs, using connector L75 × 75 × 10mm angle steel, the securing member plain bolt of M20 × 40mm, connect
Part angle steel is linked to be all single vacation angle-table brackets circular overall;Fig. 3 is the false angle-table bracket use state of the embodiment of the present invention
Schematic diagram.
C, the maintenance of dry coke quenching chute bracket brick
Fig. 4 is the dry coke quenching chute area bracket brick structure schematic diagram of the embodiment of the present invention.Before bracket brick is removed in maintenance,
Hydraulic jack 6 is placed in each spandrel girder 1 top, and supporting plate 4 is placed at jack top, adjusts the height stand chute of jack
Cross dome brick, make support load-bearing stress, the weight that upper back refractory brick removed by damaged bracket brick is transferred on false angle-table bracket, makes
The brick supporting bracket top does not cave in.
Above example is used for illustrative purposes only, rather than limitation of the present invention, about the technology people of technical field
Member, without departing from the spirit and scope of the present invention, can also make various conversion or change.Therefore, all equivalent
Technical scheme also should belong to scope of the invention, should be limited by each claim.
Claims (1)
1. using method in the maintenance of dry coke quenching chute bracket brick for a kind of vacation angle-table bracket, false angle-table bracket includes spandrel girder
(1), support member(2)With chute mouth contact(3), wherein:Described spandrel girder(1)It is a horizontally disposed girder steel, in its one end
Portion is provided with screw with bolt and angle steel(5)Bolt, one end bottom welds a stiffened panel carrying screw admittedly, and other end bottom is also solid
Weldering one carries the stiffened panel of screw;Described support member(2)Two ends be equipped with screw, its one end bolt and spandrel girder(1)'s
Stiffened panel bolts, and the other end is provided with screw;Described chute mouth contact(3)One end be provided with screw with bolt and spandrel girder
(1)Bolt, other end bottom is admittedly welded one and is carried the stiffened panel of screw with bolt and support member(2)Bolt, its other end sets
There is screw with bolt and angle steel(5)Bolt, is thus formed in spandrel girder(1)Under by support member(2)With chute mouth contact
(3)The Y-shaped false angle-table bracket set up is it is characterised in that comprise the following steps:
A, pre- false making angle-table bracket loose mail
According to dry coke quenching chute portion structure characteristic, carry out force analysis, determine that support meets actual loading needs, calculate support
Size, pre- false making angle-table bracket loose mail, the false angle-table bracket of making is identical with dry coke quenching bracket quantity, overall dimensions;False cattle
Leg support loose mail includes spandrel girder(1), support member(2)With chute mouth contact(3);
It is assembled into false angle-table bracket loose mail in b, stove and become single entirety
Inclusion spandrel girder(1), support member(2)With chute mouth contact(3)False angle-table bracket loose mail divide single-piece from fire door transport
To in stove, carry out being assembled into the single entirety of false angle-table bracket in stove;Single vacation angle-table bracket is placed in chute mouth, single vacation
When angle-table bracket is laid, place 1 scaffolding steel pipe on chute mouth top and use as interim vacation angle-table bracket of installing;Single vacation
After angle-table bracket installs, using connector L75 × 75 × 10mm angle steel, the securing member plain bolt of M20 × 40mm, connect
Fitting angle steel is linked to be all single vacation angle-table brackets circular overall;
C, the maintenance of dry coke quenching chute bracket brick
Before bracket brick is removed in maintenance, in each spandrel girder(1)Hydraulic jack is placed in top(6), support is placed at jack top
Plate(4), the height stand chute adjusting jack crosses dome brick, makes support load-bearing stress, and upper back removed by damaged bracket brick
The weight of refractory brick is transferred on false angle-table bracket, makes the brick on support bracket top not cave in.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201310496320.6A CN104560065B (en) | 2013-10-22 | 2013-10-22 | False corbel bracket and using method thereof during examining and repairing corbel bricks in dry quenching chute |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201310496320.6A CN104560065B (en) | 2013-10-22 | 2013-10-22 | False corbel bracket and using method thereof during examining and repairing corbel bricks in dry quenching chute |
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CN104560065A CN104560065A (en) | 2015-04-29 |
CN104560065B true CN104560065B (en) | 2017-02-15 |
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CN201310496320.6A Active CN104560065B (en) | 2013-10-22 | 2013-10-22 | False corbel bracket and using method thereof during examining and repairing corbel bricks in dry quenching chute |
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Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN105442836B (en) * | 2015-11-05 | 2018-01-05 | 芜湖赛特施工设备有限公司 | A kind of column cast support apparatus |
CN105350776B (en) * | 2015-11-05 | 2017-11-14 | 王宝兰 | A kind of false corbels support frame |
CN105317215B (en) * | 2015-11-05 | 2017-11-10 | 陈添发 | A kind of false bracket die for manufacturing frame |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
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CN201395572Y (en) * | 2009-05-12 | 2010-02-03 | 攀枝花新钢钒股份有限公司 | Chute bracket of CDQ furnace |
CN101586329B (en) * | 2009-06-12 | 2011-02-09 | 中国一冶集团有限公司 | Anchor ear angle-table bracket for large-span prestressed concrete bridge cantilever pouring construction |
CN101948697A (en) * | 2010-09-25 | 2011-01-19 | 中国十九冶集团有限公司武汉分公司 | Novel method for building slope air course of coke dry quenching furnace |
CN102492438A (en) * | 2011-11-25 | 2012-06-13 | 攀钢集团攀枝花钢钒有限公司 | Method for replacing brackets of dry quenching furnace |
CN202509621U (en) * | 2012-04-22 | 2012-10-31 | 中国葛洲坝集团股份有限公司 | Device for bearing steel bracket |
CN102995571B (en) * | 2012-09-05 | 2015-06-24 | 武汉二航路桥特种工程有限责任公司 | Method for prepressing single large-tonnage temporary steel pipe support and then resisting beam bottom during dismantling bridge beam body, and device thereof |
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