CN107090761A - A kind of construction method of mixed type runway - Google Patents
A kind of construction method of mixed type runway Download PDFInfo
- Publication number
- CN107090761A CN107090761A CN201710384976.7A CN201710384976A CN107090761A CN 107090761 A CN107090761 A CN 107090761A CN 201710384976 A CN201710384976 A CN 201710384976A CN 107090761 A CN107090761 A CN 107090761A
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- China
- Prior art keywords
- rubber cement
- mixed type
- construction method
- runway
- construction
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C13/00—Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
- E01C13/06—Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003
- E01C13/065—Pavings made in situ, e.g. for sand grounds, clay courts E01C13/003 at least one in situ layer consisting of or including bitumen, rubber or plastics
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/01—Devices or auxiliary means for setting-out or checking the configuration of new surfacing, e.g. templates, screed or reference line supports; Applications of apparatus for measuring, indicating, or recording the surface configuration of existing surfacing, e.g. profilographs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of construction method of mixed type runway, its step is：First step surveying setting-out：With meeting I as defined in GB10633 grades of steel ruler detection axis, it is accurate after put construction line, the overhanging 6mm of axis；The surface layer processing of second step basic unit：Whole runway is scraped one layer after being mixed with polyurethane adhesive first, component B, it is the thin black particle within 1mm that last layer particle diameter is spread when glue is not dry；The 3rd lab scale process before pavement construction；4th survey picture bottom line：First according to the scheme measurement of setting line of demarcation is finished on bitumen concrete, whole runway is divided into stick, then mated formation by bar by block, final step is mated formation process：The process of mating formation includes nailing strip process, burden process, feeding process, feeding process, the process that paves and trimming process step, the present invention arranges reasonable, convenient construction, different classes of ground can be directed to, implement corresponding processing method, to improve plastic cement earth-catching property, avoid the waste of resource, it is ensured that the quality and efficiency of construction.
Description
Technical field
The present invention relates to plastic cement race track technical field of construction, specially a kind of construction method of mixed type runway.
Background technology
Mixed type plastic track refers to the mixed structure approved using International Track and Field Association, and surface layer is that PU particles or EPDM are resistance to
Time property environment-protecting color particle, parent is the runway that full PU blends the laying of part rubber grain.Traditional mixed type runway is applied
The plastic cement race track of work method laying is processed due to the contact portion not to plastic cement and ground, in use for some time, plastic cement
Often fail to grip with ground so that when the flatness of plastic cement race track is affected serious, plastic cement race track can be made not use normally,
Service life is shorter.
The content of the invention
To achieve the above object, the present invention provides following technical scheme：A kind of construction method of mixed type runway, including such as
Lower step：
（1）Surveying setting-out：With meeting I as defined in GB10633 grades of steel ruler detection axis, it is accurate after put construction line, axis is overhanging
6mm；
（2）Basic unit's surface layer processing：Whole runway is scraped one layer after being mixed with polyurethane adhesive first, component B, when glue is not dry
It is the thin black particle within 1mm to spread last layer particle diameter；
（3）Lab scale process before pavement construction：First two component materials used in polyurethane plastic runway are sorted by product batch number respectively,
Then sample and carry out plastic experiment and the examination of wire drawing plastic respectively according to field environmental condition；
（4）Survey picture bottom line：For the workload of mating formation of reasonable arrangement daily, it is necessary to first measured on bitumen concrete according to the scheme of setting
Line of demarcation is finished, whole runway is divided into stick, then mated formation by bar by block.To ensure that water is unimpeded and seam etc. is required,
Using the operational procedure of outer ring after first inner ring；
（5）Mat formation process：The semi-finished product according to needed for areal calculation of mating formation, operation is lifted into by required first component and component B respectively
On platform, discharge neat according to lot number, required black glue grain and catalyst are put on operating desk suitable position respectively, spread
Dress；The process of mating formation includes nailing strip process, burden process, feeding process, feeding process, the process that paves and trimming process step.
It is used as a kind of preferred technical scheme of the present invention, the step（5）Middle nailing strip process is according to the area being ranked in advance
Domain nails on the wooden model bar wrapped up with polyethylene film along the bottom line finished.
It is used as a kind of preferred technical scheme of the present invention, the step（5）Middle burden process is by first, second group by formula
Part, catalyst, black glue grain are measured in proportion, and agitated that qualified rubber cement is made is stand-by.
As a kind of preferred technical scheme of the present invention, in the burden process if it find that the dispensing of oneself occur it is wrong
By mistake, it is necessary in time handled the wrong rubber cement in tank car；If it find that catalyst adds less, it is necessary to add catalysis by formula rapidly
Agent, if it find that the proportioning of first, second group does not meet technical recipe, if the timely correction corrected in time, it is impossible to correct in time,
Rubber cement in tank car is poured into hopper rapidly, then hopper is pushed over and outwelled on spacious soil；If it find that catalyst is added,
The increase of rubber cement viscosity quickly, is then rapidly handled the glue abandoned well well in agitator.
It is used as a kind of preferred technical scheme of the present invention, the step（5）Middle feeding process is to deliver to qualified rubber cement
Pave place.
It is used as a kind of preferred technical scheme of the present invention, the step（5）Middle feeding process is that the rubber cement by the basis of is pushed away
To the floating rule that paves.
It is used as a kind of preferred technical scheme of the present invention, the step（5）In the process that paves be that the rubber cement that will have been configured is equal
It is even to pave in die cavity.
It is used as a kind of preferred technical scheme of the present invention, the step（5）Middle trimming process step is the finishing for carrying out edge fit,
Deburring operative employee must check seam side back and forth, if it find that newly paving rubber cement liquid level is higher than cured plastic rubber surface or mould edge strip, in time
Unnecessary rubber cement at this is removed；If it find that newly paving rubber cement liquid level is less than cured plastic rubber surface or mould edge strip, will with new rubber cement
Curing plastic face or mould edge strip are complemented at this.
Compared with prior art, the beneficial effects of the invention are as follows：The present invention is by first group glue, second group glue, catalyst and black glue
The agitated machine of grain stirs to form bottom glue, paves onto basic unit；The first and second components, catalyst ratio are measured by formula again,
Stir, be configured to pure glue, pave onto bottom glue, the timely spreading face micelle of situation is solidified according to rubber cement, micelle has been spread and has treated
Floating grain, spraying binder are cleared away after gel；Finally measured according to the standard of newest international standard stadium of track and field, draw various races
Road markings, rationally, craft science requires strict to process in quality, and product meets national acceptance standard, and selection rationally, is saved
Material saving, it is reasonable that staffing, equipment are equipped with, and work efficiency is significantly, easy to maintenance, achieves significant economic benefit and society imitates
Benefit, the present invention have the advantages that procedure rationally, convenient construction, can be for different classes of ground, the corresponding processing of implementation
Method, to improve plastic cement earth-catching property, effectively avoids plastic cement and the phenomenon heaved occurs, so that extending plastic cement race track uses the longevity
Life, it is to avoid the waste of resource, it is ensured that the quality and efficiency of construction.
Brief description of the drawings
Fig. 1 is flow chart of the invention.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Embodiment
As shown in figure 1, the present invention provides a kind of technical scheme：A kind of construction method of mixed type runway, including following step
Suddenly：
（1）Surveying setting-out：With meeting I as defined in GB10633 grades of steel ruler detection axis, it is accurate after put construction line, axis is overhanging
6mm, it is ensured that negative error is occurred without in distance；Rational measuring method and construction requirement ensure each seam in white line, it is ensured that modeling
The overall appearance of glue runway；
（2）Basic unit's surface layer processing：Whole runway is scraped one layer after being mixed with polyurethane adhesive first, component B, when glue is not dry
It is the thin black particle within 1mm to spread last layer particle diameter, strike-through phenomenon can be so prevented, while also increasing plastic coat and base
The adhesive force of plinth surface layer, it is ensured that the construction quality of plastic cement race track；
（3）Lab scale process before pavement construction：First two component materials used in polyurethane plastic runway are sorted by product batch number respectively,
Then sample and carry out plastic experiment and the examination of wire drawing plastic respectively according to field environmental condition；
（4）Survey picture bottom line：For the workload of mating formation of reasonable arrangement daily, it is necessary to first measured on bitumen concrete according to the scheme of setting
Line of demarcation is finished, whole runway is divided into stick, then mated formation by bar by block, to ensure that water is unimpeded and seam etc. is required,
Using the operational procedure of outer ring after first inner ring；
（5）Mat formation process：The semi-finished product according to needed for areal calculation of mating formation, operation is lifted into by required first component and component B respectively
On platform, discharge neat according to lot number, required black glue grain and catalyst are put on operating desk suitable position respectively, spread
Dress；The process of mating formation includes nailing strip process, burden process, feeding process, feeding process, the process that paves and trimming process step.
The step（5）Middle nailing strip process is to nail on to use polyethylene thin along the bottom line finished according to the region being ranked in advance
The wooden model bar of film parcel, film bar is smooth, is implemented with basis nail, prevents material leakage.
The step（5）Middle burden process is to measure first, component B, catalyst, black glue grain in proportion by formula, through stirring
Mixing is stand-by into qualified rubber cement.
If it find that the dispensing of oneself makes a mistake in the burden process, it is necessary in time carry out the wrong rubber cement in tank car
Processing；If it find that catalyst adds less, it is necessary to add catalyst by formula rapidly, if it find that the proportioning of first, second group is not met
Technical recipe, if the timely correction corrected in time, it is impossible to correct in time, the rubber cement in tank car is poured into hopper rapidly,
Then hopper is pushed over and outwelled on spacious soil；If it find that catalyst is added, the increase of rubber cement viscosity is quickly, then fast in agitator
Speed handles the glue abandoned well well.
The step（5）Middle feeding process is that qualified rubber cement is delivered into the place that paves.
The step（5）Middle feeding process is that rubber cement by the basis of is pushed into pave before floating rule.
The step（5）In the process that paves be that the rubber cement that will have been configured uniformly paves in die cavity, pave operative employee must when
The scale for checking and thickness being controlled mounted in floating rule both sides is carved, if it find that the thickness of scale does not reach defined thickness, it is necessary in time
It is adjusted to defined thickness.
The step（5）Middle trimming process step is the finishing for carrying out edge fit, and deburring operative employee must check seam side back and forth, such as
Fruit finds that new paving rubber cement liquid level is higher than cured plastic rubber surface or mould edge strip, in time removes the unnecessary rubber cement at this；If it find that
New paving rubber cement liquid level is less than cured plastic rubber surface or mould edge strip, and curing plastic face or mould edge strip will be complemented at this with new rubber cement.
The processing of emergency when mating formation：
（1）, rain
If rained suddenly in pavement process, stop dispensing immediately, motor, agitator are covered with preprepared plastic sheeting
And material barrel etc., the process that paves rapidly spreads remaining rubber cement to die cavity.Spread micelle process operations personnel and find still there is big
Area does not spread micelle then to be stopped spreading micelle immediately, treats that scratch one layer of rubber cement in cured glue surface within second day spreads micelle again.
（2）, blow
If occurring strong wind in pavement process, stop operation immediately, debris scrapes in rubber cement or wants constantly that debris is clear on liquid level
Remove；Micelle process is spread as found to have debris to be blown on rubber cement, debris is first removed, then spread micelle.
（3）, have a power failure
If had a power failure in blending process, reparation in time can be repaired then in time, it is impossible to repair then stop dispensing immediately in time.
First group glue, second group glue, catalyst and the agitated machine of black glue grain are stirred to form bottom glue by the present invention, pave to
In basic unit；The first and second components, catalyst ratio are measured by formula again, stirs, is configured to pure glue, pave onto bottom glue,
The timely spreading face micelle of situation is solidified according to rubber cement, micelle has been spread after the floating grain of cleaning after gel, spraying binder；Finally according to most
The standard of new international standard stadium of track and field is measured, and draws various runway marking lines, and process is reasonable, craft science, in quality
It is required that strict, product meets national acceptance standard, and selection rationally, saves material, it is reasonable that staffing, equipment are equipped with, and work efficiency shows
Write, it is easy to maintenance, significant economic benefit and social benefit are achieved, the present invention has reasonable, convenient construction of procedure etc.
Advantage, can be directed to different classes of ground, implement corresponding processing method, to improve plastic cement earth-catching property, effectively avoid
There is the phenomenon heaved in plastic cement, so as to extend plastic cement race track service life, it is to avoid the waste of resource, it is ensured that the quality of construction
And efficiency.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power
Profit is required rather than described above is limited, it is intended that all in the implication and scope of the equivalency of claim by falling
Change is included in the present invention.Any reference in claim should not be considered as to the claim involved by limitation.
Claims (8)
1. a kind of construction method of mixed type runway, it is characterised in that：Comprise the following steps：
（1）Surveying setting-out：With meeting I as defined in GB10633 grades of steel ruler detection axis, it is accurate after put construction line, axis is overhanging
6mm；
（2）Basic unit's surface layer processing：Whole runway is scraped one layer after being mixed with polyurethane adhesive first, component B, when glue is not dry
It is the thin black particle within 1mm to spread last layer particle diameter；
（3）Lab scale process before pavement construction：First two component materials used in polyurethane plastic runway are sorted by product batch number respectively,
Then sample and carry out plastic experiment and the examination of wire drawing plastic respectively according to field environmental condition；
（4）Survey picture bottom line：For the workload of mating formation of reasonable arrangement daily, it is necessary to first measured on bitumen concrete according to the scheme of setting
Line of demarcation is finished, whole runway is divided into stick, then mated formation by bar by block, to ensure that water is unimpeded and seam etc. is required,
Using the operational procedure of outer ring after first inner ring；
（5）Mat formation process：The semi-finished product according to needed for areal calculation of mating formation, operation is lifted into by required first component and component B respectively
On platform, discharge neat according to lot number, required black glue grain and catalyst are put on operating desk suitable position respectively, spread
Dress；The process of mating formation includes nailing strip process, burden process, feeding process, feeding process, the process that paves and trimming process step.
2. a kind of construction method of mixed type runway according to claim 1, it is characterised in that：The step（5）Middle nail
Bar process is to nail on the wooden model bar wrapped up with polyethylene film along the bottom line finished according to the region being ranked in advance.
3. a kind of construction method of mixed type runway according to claim 1, it is characterised in that：The step（5）In match somebody with somebody
Material process is to measure first, component B, catalyst, black glue grain in proportion by formula, and agitated that qualified rubber cement is made is stand-by.
4. a kind of construction method of mixed type runway according to claim 3, it is characterised in that：In the burden process such as
Fruit finds that the dispensing of oneself makes a mistake, it is necessary in time handled the wrong rubber cement in tank car；If it find that catalyst adds less,
Catalyst must be added by formula rapidly, if it find that the proportioning of first, second group does not meet technical recipe, if it is correcting in time and
When correct, it is impossible to correct in time, the rubber cement in tank car poured into hopper rapidly, then by hopper push on spacious soil fall
Fall；If it find that catalyst is added, the increase of rubber cement viscosity quickly, is then rapidly handled the glue abandoned well well in agitator.
5. a kind of construction method of mixed type runway according to claim 1, it is characterised in that：The step（5）In give
Material process is that qualified rubber cement is delivered into the place that paves.
6. a kind of construction method of mixed type runway according to claim 1, it is characterised in that：The step（5）In feed
Material process is that rubber cement by the basis of is pushed into pave before floating rule.
7. a kind of construction method of mixed type runway according to claim 5, it is characterised in that：The step（5）Middle stand
It is that the rubber cement that will have been configured uniformly paves in die cavity to spread process.
8. a kind of construction method of mixed type runway according to claim 1, it is characterised in that：The step（5）In repair
Side process is the finishing for carrying out edge fit, and deburring operative employee must check seam side back and forth, if it find that newly paving rubber cement liquid level is higher than
Cured plastic rubber surface or mould edge strip, in time removes the unnecessary rubber cement at this；If it find that newly paving rubber cement liquid level is less than cured
Plastic rubber surface or mould edge strip, curing plastic face or mould edge strip will be complemented to new rubber cement at this.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710384976.7A CN107090761A (en) | 2017-05-26 | 2017-05-26 | A kind of construction method of mixed type runway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710384976.7A CN107090761A (en) | 2017-05-26 | 2017-05-26 | A kind of construction method of mixed type runway |
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| Publication Number | Publication Date |
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| CN107090761A true CN107090761A (en) | 2017-08-25 |
Family
ID=59639694
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710384976.7A Pending CN107090761A (en) | 2017-05-26 | 2017-05-26 | A kind of construction method of mixed type runway |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424213A (en) * | 2019-07-12 | 2019-11-08 | 安徽绿谷新材料有限公司 | A kind of EPDM color grains plastic floor construction method |
| CN111719378A (en) * | 2020-05-20 | 2020-09-29 | 北京泛华新兴体育产业股份有限公司 | Construction method of mixed plastic track |
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|---|---|---|---|---|
| CN1360110A (en) * | 2002-01-15 | 2002-07-24 | 深圳市奥顺达实业有限公司 | Method for building up plastic race track |
| CN1379158A (en) * | 2002-01-30 | 2002-11-13 | G·K株式会社 | Spreading method of elastic ground material |
| CN104032647A (en) * | 2014-06-12 | 2014-09-10 | 陆松 | Construction method for mixed type runway |
| CN104831601A (en) * | 2015-05-29 | 2015-08-12 | 广州市盛邦康体场地材料有限公司 | Non-water-seepage type particle-surface plastic track |
-
2017
- 2017-05-26 CN CN201710384976.7A patent/CN107090761A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1360110A (en) * | 2002-01-15 | 2002-07-24 | 深圳市奥顺达实业有限公司 | Method for building up plastic race track |
| CN1379158A (en) * | 2002-01-30 | 2002-11-13 | G·K株式会社 | Spreading method of elastic ground material |
| CN104032647A (en) * | 2014-06-12 | 2014-09-10 | 陆松 | Construction method for mixed type runway |
| CN104831601A (en) * | 2015-05-29 | 2015-08-12 | 广州市盛邦康体场地材料有限公司 | Non-water-seepage type particle-surface plastic track |
Non-Patent Citations (1)
| Title |
|---|
| 傅明源: "《聚氨酯塑胶铺面材料》", 30 April 2003 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424213A (en) * | 2019-07-12 | 2019-11-08 | 安徽绿谷新材料有限公司 | A kind of EPDM color grains plastic floor construction method |
| CN111719378A (en) * | 2020-05-20 | 2020-09-29 | 北京泛华新兴体育产业股份有限公司 | Construction method of mixed plastic track |
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Application publication date: 20170825 |