CN101354844A - Integrative training method of building occupation skill - Google Patents
Integrative training method of building occupation skill Download PDFInfo
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- CN101354844A CN101354844A CNA2008101958046A CN200810195804A CN101354844A CN 101354844 A CN101354844 A CN 101354844A CN A2008101958046 A CNA2008101958046 A CN A2008101958046A CN 200810195804 A CN200810195804 A CN 200810195804A CN 101354844 A CN101354844 A CN 101354844A
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Abstract
The invention relates to a training method for vocational education, in particular to an architectural vocational skill comprehensive training method, which is an improvement for the conventional vocational skill training method. The method comprises laying training, plastering training, reinforcement making and mounting training, template and scaffold building training, concrete construction training, subproject checking and accepting training and construction scheme making training; the comprehensive training method also comprises the time arrangement of each trainings; by the skill trainings, the students basically master construction courses and construction key points, and after short-period training, the students can do the practicing operations of project and the post practice, which lays a solid base for directly assuming the job.
Description
Technical field
The present invention relates to a kind of Training Methodology of vocational education, is a kind of integrative training method of building occupation skill specifically, is the improvement to existing vocational skills method.
Background technology
At present, domestic high professional colleges carries out reform in education, and the emphasis of reform is a curriculum reform, and the target of reform is to enter enterprise's practice of taking post before the student graduates, and can directly take post after the graduation.But most of professional colleges is many to Theory Course input journey class hour in teaching, is short of to some extent in skills training, to such an extent as to the professional colleges graduate exposes the deficiency on the technical ability in putting into practice work.In order to promote reform, 100 demonstration vocational colleges have been created by country in recent years, and the professional training method of being classified as exemplary universities and colleges by country has their own characteristics each, but lack systematicness and integrality, are difficult to apply in concrete teaching, training.
Summary of the invention
The objective of the invention is to overcome above-mentioned the deficiencies in the prior art part, the combined training method of a kind of high professional colleges construction work professional training building operation managerial personnel and technician's basic operating technical ability and management skill is provided, it comprises builds training by laying bricks or stones, the training of plastering, reinforcement fabrication is installed training, template and scaffold building training, the concrete construction training, each kinds of construction is detected the training of examination, the training of establishment arrangement and method for construction, described comprehensive training method also comprises the arrangement of time of above-mentioned every training, training by every technical ability, allow the student tentatively grasp work progress and construction point, make the student through carrying out engineering practice operation after the of short duration training, the practice of taking post is laid a good foundation for directly undertaking task.
The present invention realizes with following technical scheme: a kind of integrative training method of building occupation skill, it is characterized in that: it comprise build training by laying bricks or stones, training is installed in the training of plastering, reinforcement fabrication, template and scaffold building training, concrete construction training, each kinds of construction is detected the training of examination, the training of establishment arrangement and method for construction, described comprehensive training method also comprises the arrangement of time of above-mentioned every training, specifically carries out as follows;
(1) build training by laying bricks or stones: each student builds 24 walls of the long one high 2m of 2m by laying bricks or stones with common brick, is encircled into two independent houselets, and 240 * 240mm constructional column is kept somewhere at the position, corner; Every room stays a sect (the wide 900mm of door opening is positioned at the center of wall) and window (wide 1.5m is positioned at the wall center) together, when building the 1.2m height by laying bricks or stones, sets up and builds framing scaffold by laying bricks or stones; The concrete time is: 3 days, carried out the mortar making and build by laying bricks or stones and tell somebody what one's real intentions are, demonstrate the 1st all the 1st half a day, is familiar with basic operation method and instrument using method, repeats later on, and finish the work the 3rd day morning, and detect afternoon, and the record achievement is also estimated;
(2) training of plastering: the metope of having built by laying bricks or stones is plastered, require once to survive; The concrete time is: 2 days, plastering technique was told somebody what one's real intentions are, was demonstrated the 1st half a day of the 1st the 4th day week, was familiar with basic operation method and instrument using method, repeated later on, and the 5th day morning of the 1st week finishes the work, and detect afternoon, and the record achievement is also estimated;
(3) reinforcement fabrication is installed training: everyone makes a constructional column (main muscle 12mm round steel, stirrup 6mm round steel, stirrup spacing, encrypted area 100mm, other 200mm) or one section collar tie beam reinforcing bar (collar tie beam section 240 * 240mm, main muscle 12mm round steel, stirrup 6mm round steel, stirrup spacing 200mm) and floor bar; Slab muscle ф 6 way and double-layer plain bars; The concrete time is: 2 days, the 1st of the 2nd week carry out reinforcement fabrication half a day with installation is told somebody what one's real intentions are, demonstrated, and be familiar with basic operation method and instrument using method, to repeat later on, finish the work the 2nd all the 2nd day mornings, and the detection in afternoon is write down achievement and is also estimated;
(4) template and scaffold building training: on the body of wall that lays, set up the template that a collar tie beam and a floor platform (the high 2m of flat surface) install beam all around, deck-molding * wide=240 * 240mm, absolute altitude is 2.140m at the bottom of the plate; The concrete time is: 2 days, and carry out the template installation 1 half a day of the 2nd the 3rd day week and tell somebody what one's real intentions are, demonstrate with scaffold building, be familiar with basic operation method and instrument using method, repeat later on, the 4th day morning of the 2nd week finishes the work, and detect afternoon, and the record achievement is also estimated;
(5) concrete construction training: carry out the concreting of constructional column, collar tie beam and floorboard,, replace concrete construction with clay mortar for ease of reusing; The concrete time is: 1 day, the 5th day morning of the 2nd week confided a technological secret, demonstrates, and is familiar with basic operation method and instrument using method, repeated later on, and the 5th day afternoon of the 2nd week detected, and the record achievement is also estimated;
(6) each kinds of construction is detected, checks and accepts, and fill in the relevant form of checking and accepting:
(7) the establishment arrangement and method for construction comprises above-mentioned preceding 4 trainings: finished by collective of project management department, the person in charge of the technology aspect writes; In implementation process, revise, submit after training is finished;
Described training method comprises personnel arrangement and job duty;
(1) personnel arrangement:
By project management department's grouping, every group of 6-8 people divides the work by project manager, person in charge of the technology aspect, builder, Quality Inspector, security official, materialman, budgeter, documenter with the student;
(2) job duty
1) project manager's job duty: training is solely responsible for, and the arrangement and method for construction that organizes a discussion is responsible for organization and administration and examination to the personnel of project management department;
2) person in charge of the technology aspect's job duty: be responsible for drafting arrangement and method for construction, and confide a technological secret;
3) builder's job duty: the enforcement tissue in the training process;
4) Quality Inspector's job duty: tissue detects training result, and record;
5) security official's job duty: carry out the training of safety points for attention and tell somebody what one's real intentions are, and check and implement;
6) materialman job duty: be responsible for training the tissue keeping of material requested, instrument and giving back;
7) budgeter's job duty: material usage is calculated, hand over person in charge of the technology aspect's drawing up a plan, hand over materialman to get the raw materials ready;
8) documenter's job duty: keeping training and the technical information that detects.
The invention has the beneficial effects as follows: compare with existing Training Methodology, have the following advantages and effect: by described skills training, allow the student understand work progress, and organizing construction in view of the above, the quality control that can be correlated with and inspection of quality can be formulated technical scheme and energy organizational technology tells somebody what one's real intentions are.
Embodiment
Below in conjunction with embodiment the present invention is described in further detail.
Embodiment,
The combined training of high professional colleges construction work specialty is trained for the master with skill operation, focuses on the actual operational capacity and the organization and administration ability of cultivating the student.Purpose is to allow the student pass through simulated field constructing operation and organization and administration training, make the construction of students' union organizational project and the corresponding construction quality of can inspecting for acceptance, can advance engineering construction confide a technological secret, can establishment engineering construction scheme, obtain the practical knowledge and the production skills operating experience of certain operating technique.Improve students'ability for practice, cultivate, consolidate, deepen, enlarge professional skill and the professional theory knowledge learned, the column criterionization of going forward side by side, systematization are laid necessary base for the student takes post to work after practice and the graduation.
(1) builds training step by laying bricks or stones
Building training by laying bricks or stones divides two stages to carry out.The 1st stage was the 1st day morning in the 1st week, mainly practised Pan Jiao, grasped and built gimmick and dish angle method substantially by laying bricks or stones.The 2nd stage was mainly to begin to practise brick mix structure the 1st day afternoon in the 1st week to build by laying bricks or stones.
1, building materials and instrument are prepared
(1) material is prepared
Building materials mainly is common brick and mortar.Material requested is provided by training base, will clear up training remaining material, stores.Must not pollute.
1) common brick
Common brick is transported to the scene, and the student calculates the demand of brick as requested and gets.Watering brick is grasped according to weather condition oneself by student oneself.
2) mortar
Reuse for convenient, mortar adopts clay mortar or lime mortar.Lime mortar was by 1: 3, and clay mortar was disposed, mixed and stirred by student oneself by 1: 2.Slurry consistency is regulated voluntarily.
(2) instrument is prepared
The instrument of laying bricks is for big shovel and dig adze; Big shovel is to be used for shovel to get mortar.When building by laying bricks or stones, get with big shovel shovel and can just in time satisfy a needed mortar of brick shove, again by the grey skill in utilization shop, make the lath length and width dozen on bricklaying surface suitable, thickness is even.
Digging adze is the instrument that is used for beating brick.The plane adze that uses at present just can meet the demands.
Masonry mortar is mixed system by mortar mixer, the measuring apparatus platform balance.
Survey instrument has cable inlet bracket, little line, line bob, marked rod, ruler, tape measure, guiding ruler, inner corner trim try square, external corner try square.
Framing scaffold is with ф 48mm wall thickness 3mm steel pipe, the fastener right-angle coupler supporting with steel pipe, to clasp and rotary buckle.Foot plank adopts steel plate foot plank (also can use bamboo foot plank and wooden foot plank).
2, building construction program
(1) the 1st stage exerciser
---------------build---scaffolding during highly to 1.2m---by laying bricks or stones builds by laying bricks or stones hanging wire Pan Jiao upright marked rod the pendulum brick levelling unwrapping wire
(2) the 2nd stage exercisers
------------build---scaffolding during highly to 1.2m---by laying bricks or stones builds by laying bricks or stones hanging wire upright marked rod the pendulum brick installation constitution post reinforcing bar
3, key points for operation
(1) levelling unwrapping wire
Gantry stake is set earlier before the levelling unwrapping wire on the engineering.This training is told somebody what one's real intentions are the method to set up of gantry stake to the student, make ground elevation on ground then, uses mortar levelling, then according to the axis that indicates on the sight rail, ejects wall body axis, sideline and door-window opening position.
(2) pendulum brick
The pendulum brick, title pendulum pin is meant on the basal plane of unwrapping wire and puts with the hacking examination by the selected group mode of building again.To be the line of ink marker of emitting in order to proofread locate whether to meet the modulus of brick at door-window opening, attached wall buttress etc. to purpose, cuts brick to reduce as far as possible, and make the masonry mortar joint even, and group is built proper.Generally vertical wall direction pendulum stretcher outside the house at gable direction pendulum header, is specifically calculated by the windowsill mouth.To another big angle, brick and brick stay the 10mm slit to the pendulum brick by a big angle swing.
(3) upright marked rod
Marked rod is meant has drawn every skin brick and gray seam thickness thereon, and a kind of wooden mark post of door-window opening, lintel, floor equal altitudes position.Be used for controlling the vertical absolute altitude of body of wall vertical dimension and each position member when building by laying bricks or stones, and guarantee the homogeneity of gray seam thickness.
(4) Pan Jiao, hanging wire
The corner is the horizontal flat vertical main foundation of control metope, so, general first corner piling-up, the quoin brick layer height must be consistent with marked rod, accomplishes " three skins one hang, and five skins one lean on ".The corner must be two-way vertical.
After the corner puzzles, can hang little line, as the foundation of building middle wall body by laying bricks or stones, to guarantee wall surface levelling, general whole brick wall can be used the single face hanging wire, and a brick-and-a-half wall and a brick half above body of wall then should adopt two-sided hanging wire.
(5) build by laying bricks or stones
Build the method for operating various places by laying bricks or stones and differ, but should guarantee the masonry quality requirement.Usually adopt " 31 " chimney bond, promptly brick, a shovel ash, are rubbed pressure, and the building method that conveniently mortar of extruding is scraped off.The advantage of this block method is that mortar joint is full easily, cohesive force is good, metope is clean and tidy.
(6) scaffold building
1) scaffolding
Adopt the steel pipe of ф 48 wall thickness 3mm, steel pipe length, radical and erection method and supporting fastener are drawn up a plan for voluntarily by projects portion and are got.
2) erection method
The bar (spreading when length is not enough) of sweeping the floor is set earlier, determines the vertical rod position.Connect vertical rod and sweep the floor bar (the liftoff 150mm of the bar of sweeping the floor) with right-angle coupler.Little cross bar is connected on the leger.Setting up and connecting other rod member.
4, masonry quality is inspected for acceptance
(1) body of wall axis or center line are inspected for acceptance
Backguy or use the transit inspection, permissible variation 10mm.
(2) degree of plainness for wall surface is inspected for acceptance
Check permissible variation 8mm with the 2m guiding ruler.
(3) degree of gravity vertical forwall surface is inspected for acceptance
Dipstick metering is checked.Every layer of each check point detected value of verticality permissible variation all reaches standard-required.Each check point detected value of overall height verticality permissible variation all reaches standard-required.
Every layer of verticality permissible variation≤5mm of masonry;
Deviation≤10mm perhaps when overall height≤10m;
When overall height＞10m ,≤20mm.
(4) the mortar joint plumpness is inspected for acceptance
The inspection that detects by an unaided eye in the building process, plumpness should be more than 80%.
(5) the vertical straight joint of body of wall is inspected for acceptance
Use the ruler inspection, when adjacent vertical spacing is not more than 25mm, be straight joint.In a face wall, when the straight joint that 3～6 skin bricks occur reaches 3 places, or when the 7 batches of continuous straight joint of brick 1 places occurring, be defective.
(2) training step of plastering
1, plastering material and instrument are prepared
(1) plastering material
Indoor kitchen and toilet are usually with 1: 3 sand-cement slurry, and indoor remainder was with 1: 3: 9 mixed mortar; The outdoor use mixed mortar; Exercise is adopted clay mortar or lime mortar with mortar.Lime mortar was by 1: 3, and clay mortar was disposed, mixed and stirred by student oneself by 1: 2.Slurry consistency is regulated voluntarily.
(2) instrument
Mainly contain plasterer's trowel, hawk, floating rule, mortar mixing element and cargo carrier.
2, plastering construction program
---wet water---pastes ash cake (floating screed)---and plasters the cleaning metope
3, the main points of plastering
(1) cleaning metope
With metope surface dust, dust cleaning totally.
(2) wet water
With the wet water of brick wall, look weather condition and determine wet water degree voluntarily.
(3) paste ash cake (floating screed)
Pasting ash cake and floating screed all is the thickness of plastering in order to control.Paste ash cake at 250mm place, four angular distance limits.Ash cake size 50 * 50mm, thickness is determined according to degree of plainness for wall surface.
(4) plaster
General scratch coat and the cover of dividing of plastering plastered.
The effect of scratch coat mainly is to guarantee that body of wall combines with the closely knit of coat of plaster, and the scratch coat general thickness of common brick is 7～8mm.Use the mortar of mixing 801 glue (cement ratio is 1: 4) before light block is plastered and completely scrape metope, thickness 1～2mm, and then carry out scratch coat.For preventing and concrete binding site cracking, generally also to follow closely expanded metal lath at these positions.
When scratch coat has certain intensity, can carry out cover and plaster, the general 7～20mm of thickness.
More smooth when body of wall, coat of plaster thickness can once survive during less than 20mm.
4, the rate request of plastering
After training in 2 days, (2000 * 1500mm) to meet the requirements of the time of plastering with a facet be 1 hour (own and ash) for big face.
5, plastering quality is inspected for acceptance
(1) surface smoothness inspection
Check permissible variation 4mm with the 2m guiding ruler.
(2) the facade verticality is checked
Vertically check the chi inspection with 2m, permissible variation 4mm.
(3) the negative and positive angle is upright checks
Check permissible variation 4mm with the right angle detection ruler.
(4) the divider linearity is checked
Draw the 5m line, not enough 5m draws logical line, uses the straight steel ruler inspection, permissible variation 4mm.
(5) dado, rein in angle linearity inspection suitable for reading
Draw the 5m line, not enough 5m draws logical line, uses the straight steel ruler inspection, permissible variation 4mm.
(3) training step of reinforcement fabrication installation
1, the training of reinforcement fabrication
Train with constructional column reinforcing bar and collar tie beam reinforcement fabrication.
(1) material
1) the vertical muscle of constructional column and collar tie beam I level 4 ф 14 reinforcing bars;
2) constructional column and collar tie beam stirrup I level ф 6 reinforcing bars;
(2) make requirement
1) stirrup is made requirement
The stirrup inside dimension is 226 * 226mm, thus, calculates the cutting length of reinforcing bar.
2) vertical muscle is made requirement
The real training story height is 2240mm, thus, calculates the cutting length of reinforcing bar.
2, the training of reinforcement installation
(1) content
1) constructional column reinforcement installation
The constructional column reinforcing bar is being built preceding installation by laying bricks or stones.
2) beam reinforced steel bar is installed
Beam reinforced steel bar installs at beam-slab template and carries out after qualified by inspection.All adopt colligation to connect.Elder generation's installing ring beam steel, floor bar is installed in the back.
(2) quality and safety requirement
1) standard and the method for grasp reinforced bar engineering quality inspection and evaluation
2) standard of reinforced bar engineering quality inspection and evaluation and the skill in using a kitchen knife in cookery
3) carry out common prevention against quality common fault work
4) observe emergency decree, carry out safety in production
3, reinforcement fabrication, installation quality are inspected for acceptance
(1) reinforcement fabrication quality check
1) the reinforcing bar charger sheet is checked
Whether reinforcing bar calculates correct, and whether prepare burden reasonable.
2) (seeing Table 1) checked in reinforcing bar processing
The permissible variation of table 1 reinforcing bar processing
| Project | Permissible variation (mm) |
| Steel bar stress is the dead size of total length along the length direction | ±10 |
| Bent-up bar bend up the position | ±20 |
| Dead size in the stirrup | ±5 |
(2) reinforcement installation quality check
1) bar splicing position and lap of splice inspection (seeing Table 2)
The minimum lap of splice of table 2 longitudinal tensile reinforcing bar
Annotate: the lap of splice of the reinforcing bar that two diameters are different is to calculate than the fine steel rib diameter
The joint of reinforcing bar should be arranged on stressed smaller part, and same longitudinal stress reinforcing bar should not be provided with two and plural joint.The length of reinforcing bar binding lap joint jointing is 1.3 times of the lap of splice.Should not be greater than 25% to beam, plate, wall class A of geometric unitA in overlap joint section class.
2) stirrup position and colligation quality check
The stirrup spacing of tension overlap joint section should be greater than reinforcing bar 5 times than minor diameter, and should be greater than 100mm; The stirrup spacing of pressurized overlap joint section should be greater than reinforcing bar 10 times than minor diameter, and should be greater than 200mm; When the longitudinal stress bar diameter was greater than 25mm in the post, should in the 100mm scope two stirrup its spacings be set respectively outside two end faces of lap joint was 50mm.
(4) formwork erection training step
1, support system is set up training
(1) support system is set up material
1) bar material
Adopt ф 48 steel pipes.
2) fastener material
The rod member right-angle coupler that connects right angle intersection; Lengthening bar is used clasp; Connect the rod member rotary buckle that intersects beyond the right angle.
(2) support system is set up program
1) furnishes the bar of sweeping the floor.If curtailment is used the clasp lengthening, the bar of will sweeping the floor is placed into corresponding position.
2) vertical leger is installed.Mark the vertical rod position in the bar inboard of sweeping the floor, put vertical rod, connect leger and sweep the floor bar with right-angle coupler, pole clearance ground 150mm sweeps the floor.
3) little cross bar is installed.The framing scaffold width is 1.5～2.0m (looks little cross bar length fixed), with right-angle coupler little cross bar is connected near the leger the vertical rod, stretches out the about 150mm of leger, and rod end is apart from metope 150mm.
4) the top rod member is installed.According to the method described above with require, top leger and little cross bar are installed.
2, template erection training
Set up with combined steel formwork, absolute altitude is 2.140m at the bottom of the platform, and area is 2.0 * 2.0m, installs the template of beam all around, deck-molding * wide=240 * 240mm, anomaly table top 140mm at the bottom of the beam.Must be noted that when setting up template that template must be propped up and is located on the little cross bar, form stop is apart from little crosspiece 100 ~ 150mm.It is firm that the template bottom connects with fastener and fastener.Note the arch camber requirement.
3, scaffold building training
Set up framing scaffold and last people's packway.The wide 1.5m of packway; The packway gradient is that 1/6 (material loading packway) is to 1/3 (going up people's packway).
4, template installation quality inspect for acceptance (seeing Table 3)
Permissible variation and inspection method that table 3 cast-in-place structural template is installed
(5) concreting training
1, material and facility
(1) material
Replace concrete with clay mortar.The slump is 30～70mm.
(2) instrument
1) spade
2) vibrating head
3) slump cone
4) platform balance
2, concrete construction process
(1) concrete mixing
Mix system with pony mixer when having ready conditions, when unconditional with manually mixing system.Must be by match ratio requirement accurate measurement.Through slump consistancy test, the slump can be used when 30～70mm before building.
(2) concreting
1) constructional column concreting
Constructional column concreting is intact at building wall, and the constructional column formwork erection carries out after finishing.Can before beam-slab template installs, build, also can install after-pouring at beam-slab template.When building height, build with conduit or tumbling barrel greater than 2m.
2) beam slab concreting
When installing, beam reinforced steel bar carries out after qualified by inspection.Note when building being undertaken by the order of building of conceptual design.Note the indwelling and the preservation of concrete test block when building.
3, concrete and pouring quality are inspected for acceptance
(1) permissible variation of the every dish weighing of starting material (seeing Table 4)
The permissible variation of the every dish weighing of table 4 starting material
| Title material | Permissible variation |
| Cement, admixture | ±2％ |
| Slightly, fine aggregate | ±3％ |
| Water, additive | ±2％ |
Annotate: 1, various weighing apparatus are answered periodic check, should carry out check of zero before each the use, keep accurate measurement.
2, when meeting rainy day or water percentage when significant change is arranged, should increase water percentage and detect number of times, and in time adjust the consumption of water and aggregate.
2, concrete transportation, build and All Time intermittently should not surpass the concrete presetting period.
Five, the organization and administration of practice-training teaching
(1) real training mode:
(1) by the real training instructor real training drawing is explained.
(2) be that unit carries out with real training group (project management department), train at training base.
(2) organization and administration:
(1) forms real training leading group by faculty advisor, instructor, be responsible for real training work comprehensively.
(2) with the class be training units, the squad leader is responsible for comprehensively, divides into several project management departments (one group of 6～8 people), respectively establishes respectively one of project manager, person in charge of the technology aspect, builder, Quality Inspector, security official, materialman, budgeter, documenter.The project manager is responsible for arranging the every practice clerical work of this project management department.
(3) the real training instructor is responsible for instructing training.
Six, real training examination and requirement of discipline
(1) real training attitude and requirement of discipline:
(1) student wants the purpose and the meaning of clear and definite real training.
(2) the real training process need modest, careful, diligent, pay attention to and actively consciously participate in real training; Eager to learn, love national wealth obey the law of the country, and observe the rules and regulations of school and working-yard.
(3) obedience instructor's arrangement, each classmate must obey this squad leader and project manager's arrangement and commander simultaneously.
(4) member of project management department should unite as one, and supervises mutually, helps each other; Everybody starts, and finishes the work jointly.
(5) in accordance with every rules and regulations of institute, must not be late, leave early, cut classes.Call the roll 2 times less than the person or ask for leave and surpass 2 days persons, the real training achievement is for failing.
(2) real training achievement requirement
(1) in the real training process, should reach the purpose of real training by the requirement on the guiding book.The student must write the real training diary every day, and the real training diary should be write down real training content, the necessary technology data on the same day and the knowledge of being acquired, and the real training diary required finished the same day.
(2) the real training process finishes in back two days, and the student must submit real training and sum up.Real training is summed up and should be comprised: the content of aspects such as real training content, technology summary, real training cognition requires number of words to be no less than 3000 words.
(3) performance rating
1, evaluation way
Achievement is carried out Comprehensive Assessment by the instructor according to every student's real training diary, real training report, operation achievement score situation and the performance of individual in real training.
(1) real training diary, real training report: 30% (pressing the personal information scoring)
(2) real training operation: 60% (by project management department's scoring)
(3) performance 10% (by project management department and evaluation of teacher) of individual in real training
2, grade form
(1) builds grade form by laying bricks or stones
(2) grade form of plastering
(3) reinforcement fabrication is installed grade form
(4) template and framing scaffold are installed grade form
(5) concreting grade form
Claims (2)
1, a kind of integrative training method of building occupation skill, it is characterized in that: it comprise build training by laying bricks or stones, training is installed in the training of plastering, reinforcement fabrication, template and scaffold building training, concrete construction training, each kinds of construction is detected the training of examination, the training of establishment arrangement and method for construction, described comprehensive training method also comprises the arrangement of time of above-mentioned every training, specifically carries out as follows;
(1) build training by laying bricks or stones: each student builds 24 walls of the long one high 2m of 2m by laying bricks or stones with common brick, is encircled into two independent houselets, and 240 * 240mm constructional column is kept somewhere at the position, corner; Every room stays a sect (the wide 900mm of door opening is positioned at the center of wall) and window (wide 1.5m is positioned at the wall center) together, when building the 1.2m height by laying bricks or stones, sets up and builds framing scaffold by laying bricks or stones; The concrete time is: 3 days, carried out the mortar making and build by laying bricks or stones and tell somebody what one's real intentions are, demonstrate the 1st all the 1st half a day, is familiar with basic operation method and instrument using method, repeats later on, and finish the work the 3rd day morning, and detect afternoon, and the record achievement is also estimated;
(2) training of plastering: the metope of having built by laying bricks or stones is plastered, require once to survive; The concrete time is: 2 days, plastering technique was told somebody what one's real intentions are, was demonstrated the 1st half a day of the 1st the 4th day week, was familiar with basic operation method and instrument using method, repeated later on, and the 5th day morning of the 1st week finishes the work, and detect afternoon, and the record achievement is also estimated;
(3) reinforcement fabrication is installed training: everyone makes a constructional column (main muscle 12mm round steel, stirrup 6mm round steel, stirrup spacing, encrypted area 100mm, other 200mm) or one section collar tie beam reinforcing bar (collar tie beam section 240 * 240mm, main muscle 12mm round steel, stirrup 6mm round steel, stirrup spacing 200mm) and floor bar; Slab muscle ф 6 way and double-layer plain bars; The concrete time is: 2 days, the 1st of the 2nd week carry out reinforcement fabrication half a day with installation is told somebody what one's real intentions are, demonstrated, and be familiar with basic operation method and instrument using method, to repeat later on, finish the work the 2nd all the 2nd day mornings, and the detection in afternoon is write down achievement and is also estimated;
(4) template and scaffold building training: on the body of wall that lays, set up the template that a collar tie beam and a floor platform (the high 2m of flat surface) install beam all around, deck-molding * wide=240 * 240mm, absolute altitude is 2.140m at the bottom of the plate; The concrete time is: 2 days, and carry out the template installation 1 half a day of the 2nd the 3rd day week and tell somebody what one's real intentions are, demonstrate with scaffold building, be familiar with basic operation method and instrument using method, repeat later on, the 4th day morning of the 2nd week finishes the work, and detect afternoon, and the record achievement is also estimated;
(5) concrete construction training: carry out the concreting of constructional column, collar tie beam and floorboard,, replace concrete construction with clay mortar for ease of reusing; The concrete time is: 1 day, the 5th day morning of the 2nd week confided a technological secret, demonstrates, and is familiar with basic operation method and instrument using method, repeated later on, and the 5th day afternoon of the 2nd week detected, and the record achievement is also estimated;
(6) each kinds of construction is detected, checks and accepts, and fill in the relevant form of checking and accepting;
(7) the establishment arrangement and method for construction comprises above-mentioned preceding 4 trainings: finished by collective of project management department, the person in charge of the technology aspect writes; In implementation process, revise, submit after training is finished.
2, a kind of integrative training method of building occupation skill according to claim 1, it is characterized in that: described training method comprises personnel arrangement and job duty;
(1) personnel arrangement:
By project management department's grouping, every group of 6-8 people divides the work by project manager, person in charge of the technology aspect, builder, Quality Inspector, security official, materialman, budgeter, documenter with the student;
(2) job duty
1) project manager's job duty: training is solely responsible for, and the arrangement and method for construction that organizes a discussion is responsible for organization and administration and examination to the personnel of project management department;
2) person in charge of the technology aspect's job duty: be responsible for drafting arrangement and method for construction, and confide a technological secret;
3) builder's job duty: the enforcement tissue in the training process;
4) Quality Inspector's job duty: tissue detects training result, and record;
5) security official's job duty: carry out the training of safety points for attention and tell somebody what one's real intentions are, and check and implement;
6) materialman job duty: be responsible for training the tissue keeping of material requested, instrument and giving back;
7) budgeter's job duty: material usage is calculated, hand over person in charge of the technology aspect's drawing up a plan, hand over materialman to get the raw materials ready;
8) documenter's job duty: keeping training and the technical information that detects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008101958046A CN101354844A (en) | 2008-09-02 | 2008-09-02 | Integrative training method of building occupation skill |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008101958046A CN101354844A (en) | 2008-09-02 | 2008-09-02 | Integrative training method of building occupation skill |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101354844A true CN101354844A (en) | 2009-01-28 |
Family
ID=40307638
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008101958046A Pending CN101354844A (en) | 2008-09-02 | 2008-09-02 | Integrative training method of building occupation skill |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101354844A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105931519A (en) * | 2016-06-27 | 2016-09-07 | 江苏建筑职业技术学院 | Masonry project construction hazard source identification and experience area and use method thereof |
| CN105931521A (en) * | 2016-06-29 | 2016-09-07 | 江苏建筑职业技术学院 | Steel-bar connecting danger source identifying and experiencing zone and use method thereof |
| CN106205334A (en) * | 2016-07-25 | 2016-12-07 | 江苏建筑职业技术学院 | District and operational approach are experienced in plastering construction dangerous matter sources identification |
| CN107230398A (en) * | 2016-03-23 | 2017-10-03 | 天津天源国电电力技术有限公司 | It is a kind of to instruct system for what electric power foundation of civil work was checked and accepted |
-
2008
- 2008-09-02 CN CNA2008101958046A patent/CN101354844A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107230398A (en) * | 2016-03-23 | 2017-10-03 | 天津天源国电电力技术有限公司 | It is a kind of to instruct system for what electric power foundation of civil work was checked and accepted |
| CN105931519A (en) * | 2016-06-27 | 2016-09-07 | 江苏建筑职业技术学院 | Masonry project construction hazard source identification and experience area and use method thereof |
| CN105931521A (en) * | 2016-06-29 | 2016-09-07 | 江苏建筑职业技术学院 | Steel-bar connecting danger source identifying and experiencing zone and use method thereof |
| CN106205334A (en) * | 2016-07-25 | 2016-12-07 | 江苏建筑职业技术学院 | District and operational approach are experienced in plastering construction dangerous matter sources identification |
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Open date: 20090128 |