CN100576220C - The construction method of computer emulation coke oven masonry - Google Patents
The construction method of computer emulation coke oven masonry Download PDFInfo
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- CN100576220C CN100576220C CN200810085024A CN200810085024A CN100576220C CN 100576220 C CN100576220 C CN 100576220C CN 200810085024 A CN200810085024 A CN 200810085024A CN 200810085024 A CN200810085024 A CN 200810085024A CN 100576220 C CN100576220 C CN 100576220C
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Abstract
The present invention relates to coke oven masonry construction method, especially a kind of construction method of computer emulation coke oven masonry.The steps include: that machine analysis as calculated obtains brick corresponding site and sampling observation situation and sampling observation qualification rate according to program interface input corresponding brick inspection data; Body of wall by the sampling observation situation analysis is adopted enters the selection of body of wall or manually carries out the body of wall assembling voluntarily according to program prompts; The corresponding data value of fragment of brick in the body of wall is given data in selection; Click " calculating " button, obtain the average mortar joint value of each road body of wall and the length value of body of wall; Click " analysis " button, obtain situation key position, crucial brick type and ultimate value and adjustable range in each road body of wall; But observe the mortar joint value between the indivedual fragments of brick of three-dimensional body of wall manual adjustments or change other fragment of brick, can see its situation in body of wall and corresponding mortar joint value; Click " end " button, bolt down procedure.The present invention have save time, laborsaving, can reuse advantages such as No Assets waste.
Description
Technical field:
The present invention relates to coke oven masonry construction method, especially a kind of construction method of computer emulation coke oven masonry.
Background technology:
At present, coke oven masonry construction method is still continued to use the method for building by laying bricks or stones in advance before the coke furnace building, calculates mortar joint mean value and instructs practice of construction.There is following drawback:
(1) preparation of construction very complicated, length consuming time is unfavorable for construction.
(2) can't cover whole coke furnace building, the result is representative poor, directiveness is poor.
(3) manually-operated fully, error is big.
(4) not reproducible utilization, people, thing, financial resource waste.
Summary of the invention
The technical problem to be solved in the present invention is: a kind of time saving and energy saving, construction method of saving the computer emulation coke oven masonry of finance is provided, in the traditional coke oven construction, adopt the method for building by laying bricks or stones in advance to check whether qualified the brick size is, the construction method of mortar joint size to solve, the length consuming time that causes, representative, guiding poor; Not reproducible utilization, drawbacks such as people, thing, financial resource waste.
The technical scheme that the present invention solves its technical matters employing is: a kind of construction method of computer emulation coke oven masonry, and its operation steps is as follows:
1) corresponding brick inspection data are imported at the amenable to process interface, by Computer Analysis, obtain the qualification rate of the corresponding position of brick and sampling observation situation and sampling observation;
2) body of wall that adopts by the sampling observation situation analysis enters the selection of body of wall or manually carries out the assembling of body of wall voluntarily according to program prompts;
3) the corresponding data value of fragment of brick in the body of wall is given data in selection;
4) click " calculating " button, obtain the average mortar joint value of each road body of wall and the length value of body of wall;
5) click " analysis " button, obtain key position, crucial brick type and ultimate value and adjustable range in each road body of wall;
6) observe three-dimensional body of wall, the mortar joint value between the indivedual fragments of brick of manual adjustments or change other fragment of brick can be seen the situation of fragment of brick in body of wall and the corresponding mortar joint value of regulating or changing;
7) behind click " end " button, get final product bolt down procedure.
The present invention is a kind of forward position operating technique, it is guaranteeing to give on the brick dimension control differentiation of building by laying bricks or stones, the constant basis of function that mortar joint is determined, reach the following drawback that the construction method existence of building by laying bricks or stones is given in thorough solution by computer emulation coke oven masonry: prepare very complicated, length consuming time is unfavorable for construction; Can't cover whole coke furnace building, the result is representative poor, directiveness is poor; Manually-operated fully, error is big; Not reproducible utilization, people, thing, financial resource waste etc.The present invention has following technical advantage:
(1) only needs typing sampling observation data, can obtain a result and guide data.Weak point simple to operate, consuming time.
(2) can cover the overall process at each position of coke oven, representative, directiveness is strong.
(3) carry out Intelligent treatment by computing machine, data are reliable, precision is high.
(4) primary development can reuse, the No Assets waste.
(5) innovative idea novelty improves the scientific and technological productive forces of this area; Can promote reference to other construction field, strategic importance is big.
Description of drawings:
Fig. 1 is an overall system design process flow diagram of the present invention.
Embodiment:
Below in conjunction with drawings and Examples in detail the present invention is described in detail.
The present invention is the secondary development of carrying out on the SOLIDWORKS basis of software, this CAD system adopts Visual Basic 6.0 as developing instrument, as the design parameter database management tools, is secondary development that platform carry out with SolidWorks2006 with Access.
Native system is divided into analysis module, computing module, structural design module, several parts of graphics module.Module is independently programmed, and connects by supplemental characteristic between the module, and works out corresponding data check interface, guarantees the consistance and the correctness of data.Single arrow is represented data flow and data call among the figure, and four-headed arrow is represented related design.
The concrete grammar step is as follows:
1) at first with on-the-spot brick inspection data follow procedure interface input analysis module, analysis module is analyzed the rationality and the sampling observation ratio situation of brick inspection data according to the on-the-spot brick size inspection data of terminal user's input, according to position, brick type analysis place, if data qualifier then arrives computing module with data transfer.
2) the line program design of in the computing module a large amount of computing formula taxonomic revisions being gone forward side by side, each computation process is stored in the VB modules of source code with the form of function, make up the formula storehouse, computation process is transferred to Computer Processing, by the qualification rate of the next data computation brick output sampling observation of analysis module transmission.Data qualifier is delivered to the structural design module.
3) in the structural design module, whole brick types that system is used with coke furnace building and individual layer and the multilayer body of wall formed by each position of coke oven save as standard component.Standard component is set up model bank in advance, shape is arranged and does not give concrete dimensional parameters; Body of wall assembly structure more complicated, relate to numerous parts and assembly relation, can select two kinds of designs: first kind is that whole coke oven assembly is made a model, part in the assembly all adopts top-down mode to assemble modeling in SolidWorks, onrelevant feature between the part, set up entire assembly model, only needed the input dimensional parameters, its corresponding entire assembly model just can generate automatically.Second method is that the body of wall assembly is subdivided into several sub-assemblies.Sub-assemblies still adopts the modeling pattern of feature association.In each step process of assembly structural design all can with the computing module swap data, guarantee the matching relationship of formation of parts, when the user selects to have customized all sub-assemblies, then can be in main assembly environment artificial assembly unit, in the process of assembly unit, can find to interfere or design unsatisfied place, then can reselect or directly revise, because sub-assemblies adopts feature interlock modeling, therefore revising the shaping accessory size all can not change connected mode.The assembly structure design has increased dirigibility widely, has reduced the model memory space, and has been easy to interactive modifying, can select as required to use.
4) assembly mode of selecting by the user, system gives body of wall with resulting brick dimensional data value, and just can also can obtain the mortar joint value by the formula that prestores in the computing module simultaneously by the body of wall situation of the 3D solid that solidworks set up this moment.
5) by 3D solid, can check the brick molded dimension whether to satisfy the national regulation requirement,, add the size design in man-hour if need carry out brick processing; The simulation building process, the average mortar joint value when obtaining building by laying bricks or stones is come guiding construction.Its method is to adopt the dialog interaction mode directly to revise in assembly, and this dirigibility that just makes system use strengthens greatly.
6) after the assembly correction finished, the net result that obtains was exported the distribution situation of body of wall and is needed to process the model of the size of brick by graphics module, exports by terminal.
Be that example is built in the emulation in the pre-building construction of coke oven by laying bricks or stones below:
The emulation condition of building by laying bricks or stones is: the coke oven model is the JN60-2003 Formed Coke Furnace, requirement according to design and pre-building construction scheme, the main single walls of regenerator 1A-6A two are built by laying bricks or stones in advance, the various fire resistive materials of building by laying bricks or stones in advance, brick number are conscientiously checked data preparation such as following table:
These data by in the program interface input form, are clicked next step, the qualification rate that just can see each brick type be illustrated as:
3800 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3801 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3802 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3803 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3804 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3805 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3806 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3807 is that the single wall brick sampling observation of regenerator quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3808 is that the single wall brick sampling observation of regenerator quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3809 is that the single wall brick sampling observation of regenerator quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3816 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3817 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3818 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3819 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3820 is that the single wall brick sampling observation of regenerator quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3821 is that the single wall brick sampling observation of regenerator quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3822 is that the single wall brick sampling observation of regenerator quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3823 is that the single wall brick sampling observation of regenerator quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3825 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3826 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3827 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3828 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3830 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3849 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
3850 is that regenerator main wall brick sampling observation quantity satisfies " GB/T10325-2001 shaping refractory product acceptance sampling rule ", and the sampling observation qualification rate is 100%
The model selection that click " next step " can enter into the body of wall assembling comes, and selects the main wall twice of 1-6 layer, and single wall together, click " beginning simulation ", after calculating began to handle, we can see the three-dimensional model of the body of wall after the processing, saw dialog box simultaneously:
" the upright seam of first road main wall 1A 2A 3A 4A 5A 6A
Mortar joint mean value (mm) 4.57 4.19 3.54 3.4 3.95 3.65
Total length deviation (mm)+9-3-1 0
The upright seam of second road main wall 1A 2A 3A 4A 5A 6A
Mortar joint mean value (mm) 3.95 3.65 3.73 3.81 3.7 4.02
Total length deviation (mm) 0+4+1 0+4 "
" the first road main wall crouches and stitches 1A 2A 3A 4A 5A 6A
Mortar joint mean value (mm) 5.45 4.08 4.28 4.22 5.08 4.09
The wide deviation of wall (mm) 000
The second road main wall crouches and stitches 1A 2A 3A 4A 5A 6A
Mortar joint mean value (mm) 3.95 3.65 3.73 3.81 3.7 4.02
The wide deviation of wall (mm) 4.26 4.09 4.5 4.68 4.4 4.21 "
" the upright seam of single wall 1A 2A 3A 4A 5A 6A
Mortar joint mean value (mm) 5.45 4.08 4.28 4.22 5.08 4.09
Single wall crouches and stitches 2A 3A 4A 5A 6A
Mortar joint mean value (mm) 2.7 3.2 3.4 2.6 3.3 "
See program interface click " printing ", the result can be printed; Click " analysis " and can see analysis result: " regenerator 1-6 layer is built mortar joint by laying bricks or stones, and least limit can transfer to 3mm, and greatest limit can transfer to 7mm.Main wall 3826# thickness deviation [0 ,+1] mm accounts for 94%, 3818# thickness deviation [0 ,+1] mm accounts for 77%.Single wall 3822#, the 3809# thickness deviation is [1,0] mm, accounts for 87%, 84% respectively, and upright, for sleeping in being sewn between 3～7mm fluctuateed.”
After clicking " end ", can quit a program.
Claims (1)
1, a kind of construction method of computer emulation coke oven masonry, its operation steps is as follows:
1) corresponding brick inspection data are imported at the amenable to process interface, by Computer Analysis, obtain the qualification rate of the corresponding position of brick and sampling observation situation and sampling observation;
2) body of wall that adopts by the sampling observation situation analysis enters the selection of body of wall or manually carries out the assembling of body of wall voluntarily according to program prompts;
3) the corresponding data value of fragment of brick in the body of wall is given data in selection;
4) click " calculating " button, obtain the average mortar joint value of each road body of wall and the length value of body of wall;
5) click " analysis " button, obtain key position, crucial brick type and ultimate value and adjustable range in each road body of wall;
6) observe three-dimensional body of wall, the mortar joint value between the indivedual fragments of brick of manual adjustments or change other fragment of brick can be seen the situation of fragment of brick in body of wall and the corresponding mortar joint value of regulating or changing;
7) behind click " end " button, get final product bolt down procedure.
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| CN102175110B (en) * | 2010-12-28 | 2013-02-27 | 中国一冶集团有限公司 | Method for detecting mortar joints of coke oven |
| CN105969408B (en) * | 2016-05-25 | 2019-10-18 | 中国一冶集团有限公司 | A kind of resistance to material of coke oven matches board construction method |
| JP7136147B2 (en) * | 2020-02-28 | 2022-09-13 | Ｊｆｅスチール株式会社 | Coke oven construction method and module block manufacturing method |
| JP7264123B2 (en) * | 2020-07-01 | 2023-04-25 | Ｊｆｅスチール株式会社 | Furnace construction method |
| JP7322825B2 (en) * | 2020-07-01 | 2023-08-08 | Ｊｆｅスチール株式会社 | Module block manufacturing method and furnace construction method |
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Non-Patent Citations (2)
| Title |
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| 焦炉砌筑工序质量管理. 赵学明.山西建筑，第30卷第12期. 2004 |
| 焦炉砌筑工序质量管理. 赵学明.山西建筑，第30卷第12期. 2004 * |
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Owner name: CHINA METALLURGICAL GROUP CO., LTD., 22 Free format text: FORMER OWNER: MCC JINGTANG CONSTRUCTION CO., LTD. Effective date: 20100824 |
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Effective date of registration: 20100824 Address after: 064000 Hebei province Fengrun District No. 16 Tangshan City road of happiness Patentee after: China MCC 22 Group Corp., Ltd. Address before: 064000 Hebei province Fengrun District No. 16 Tangshan City road of happiness Patentee before: MCC Jingtang Construction Co., Ltd. |