CN104047267B - A kind of channel domatic filter material cushion construction method and filter material bed course shake close compaction apparatus - Google Patents
A kind of channel domatic filter material cushion construction method and filter material bed course shake close compaction apparatus Download PDFInfo
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- CN104047267B CN104047267B CN201410271914.1A CN201410271914A CN104047267B CN 104047267 B CN104047267 B CN 104047267B CN 201410271914 A CN201410271914 A CN 201410271914A CN 104047267 B CN104047267 B CN 104047267B
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Abstract
A kind of channel domatic filter material cushion construction method, the method comprises the following steps: 1) filter material is transported to slope and top; 2) adopt channel filter material paving and leveling device to be scraped by filter material to pave whole; 3) the wetting domatic material that paves of watering; 4) the domatic filter material bed course close compaction apparatus that shakes is adopted to carry out close compacting of shaking; 5) sampling is tested, and completes the domatic filter material cushion construction of channel.A kind of domatic filter material bed course shakes close compaction apparatus, and below Working cart, corner hangs by hanging iron chains the base plate that vibrates, and on the rectangular susceptor that the motor that vibrates is fixedly mounted on the base plate that vibrates, the lower end of the wire rope of hand winch is connected with the motor that vibrates.A kind of channel provided by the invention domatic filter material cushion construction method, guarantees that the paving and levelings such as channel sand gravel, coarse sand and compacting reach quality standards requirement.Present invention also offers a kind of domatic filter material bed course to shake close compaction apparatus, domatic filter material bed course can disposable compaction moulding, and do mechanization operation degree is high.
Description
Technical field
The device that the present invention relates to a kind of filter material cushion construction method and use, particularly relates to a kind of channel domatic filter material cushion construction method and filter material bed course and to shake close compaction apparatus.
Background technology
In South-to-North Water Diversion Middle Route Project, that the line is busy is the longest for canal lining engineering, and in canal lining structure, majority is provided with the filter material such as sand gravel, coarse sand bed course.Current domestic large channel lining cutting is without mature experience, because length of grade is larger, the gradient is large, large-scale leveling compacting equipment cannot be constructed on domatic, filter material making and compacting operation majority adopt Manual and compacting, work efficiency is low, and uneven, the domatic out-of-flatness of filter material bed course placement thickness and filter material bed course pressure leakiness, do not reach project of South-to-North water diversion quality requirement.Channel side slopes filter material cushion construction progress directly has influence on canal lining construction, and how improving filter material cushion construction quality and work efficiency, and reduce the waste of filter material, is a key technology of this engineering.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of channel domatic filter material cushion construction method, guarantee that the paving and levelings such as channel sand gravel, coarse sand and compacting reach the quality criteria requirements such as project of South-to-North water diversion channel slope leveling degree and degree of compaction, and improve work efficiency.Present invention also offers a kind of domatic filter material bed course to shake close compaction apparatus, the close compacting of shaking of the filter material bed course such as domatic sand gravel, coarse sand can construct that easy disturbance finished product is domatic, work efficiency is low, cost is higher, degree of compaction is up to standard, domatic irregular problem not easily, domatic filter material bed course can disposable compaction moulding, and do mechanization operation degree is high.
For solving the problems of the technologies described above, the technical solution adopted in the present invention is: a kind of channel domatic filter material cushion construction method, and the method comprises the following steps:
1) when estimating engineering quantity, first with haulage device, filter material is transported to slope and top;
2) channel filter material paving and leveling device under the prerequisite considering coefficient of consolidation is in advance adopted, from upper
Lower being scraped by filter material is paved whole, ensures paving thickness and planeness;
3) the wetting domatic material that paves of watering;
4) the domatic filter material bed course close compaction apparatus that shakes is adopted to carry out close compacting of shaking;
5) sampling is tested, and completes the domatic filter material cushion construction of channel.
In step 4): adopt the domatic filter material bed course close compaction apparatus that shakes to carry out close compacting of shaking for 1 ~ 2 time.
A kind of domatic filter material bed course shakes close compaction apparatus, this device comprises the Working cart moved up and down along the Working cart walking guide rail that frame is arranged, below Working cart, corner hangs by hanging iron chains the base plate that vibrates, the motor that vibrates is fixedly mounted on and vibrates on the rectangular susceptor of base plate, Working cart is installed with hand winch, and the lower end of the wire rope of hand winch is connected with the motor that vibrates.
Working cart is moved up and down along Working cart walking guide rail by castor.
To vibrate the upper following employing arc crimping form of base plate.
The power of motor of vibrating is 3KW ~ 5KW.
A kind of channel provided by the invention domatic filter material cushion construction method, beneficial effect is as follows:
1, canal slope filter material bed course making adopt do mechanization operation, be adapted to different length of grade, construct not disturbance semiproduct and finished product domatic, construction quality is secure.
2, construction operation is simple to operate, and recruitment is few, work efficiency is high, and the material that paves does not need the material conveying equipment cooperation material loading that paves, and filter material waste is few, cost-saving.
3, paving and leveling compacting adopts same frame, simple structure, lighter in weight, cheap, installs, dismantles and convenient transportation, is applicable to canal lining construction machinery and transfers feature frequently.
4, guarantee that the paving and levelings such as channel sand gravel, coarse sand and compacting reach the quality criteria requirements such as project of South-to-North water diversion channel slope leveling degree and degree of compaction, and improve work efficiency.
Present invention also offers a kind of domatic filter material bed course for channel domatic filter material cushion construction to shake close compaction apparatus, realize vibrating the moving up and down of motor by Working cart, domatic filter material bed course is shaken close compacting, hang the length adjustment of iron chains to vibrate the angle of inclination of base plate by regulating, to adapt to the demand of the gradient, the close compacting of shaking of the filter material bed course such as domatic sand gravel, coarse sand can construct that easy disturbance finished product is domatic, work efficiency is low, cost is higher, degree of compaction not easily up to standard, domatic irregular problem; Simple structure, lighter in weight, cheap, install, dismantle and convenient transportation, be applicable to south water to north canal lining section machinery and transfer feature frequently; Domatic filter material bed course can disposable compaction moulding, and do mechanization operation degree is high, and domatic degree of compaction, planeness are good, and construction efficiency is high, cost is lower; The domatic close compacting gradient of shaking of filter material bed course, length of grade is adjustable; Mechanical equipment, personnel's cross-operation interference, while effectively improving construction safety, quality, also reduce construction cost, accelerate construction speed; Adopt arc crimping form can to reduce to vibrate the resistance of base plate when moving up and down, improve domatic filter material bed course and to shake close consolidation effect.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described:
Fig. 1 is that the present invention's domatic filter material bed course shakes the structural representation of close compaction apparatus;
Fig. 2 is that the present invention's domatic filter material bed course close compaction apparatus that shakes is provided with the schematic diagram of the base plate that vibrates of the motor that vibrates;
Fig. 3 is that the present invention's domatic filter material bed course shakes the operating diagram of close compaction apparatus.
Detailed description of the invention
A kind of channel domatic filter material cushion construction method, the method is made up of following steps:
1) filter material is transported to domatic top to stack, measure installation frame walking track 12, mobile channel filter material paving and leveling device, to one end of work plane, raises up vibrating plate with the turntable on the Working cart of channel filter material paving and leveling device and does not work;
2) channel filter material paving and leveling device under the prerequisite considering coefficient of consolidation is in advance adopted, from top to bottom filter material is scraped pave whole, after ensureing that paving thickness and planeness will be paved expected to scrape be taped against face toe from domatic top by scraper plate, move forward frame, repeat scraper plate and scrape paving filter material process, until the whole uniform ground of the filter material that paves pave domatic on;
3) the wetting domatic material that paves of watering;
4) the channel filter material bed course close compaction apparatus that shakes is adopted to carry out close compacting of shaking for 1 ~ 2 time; Manually capstan winch 5 puts down the base plate 1 that vibrates, and the base plate 1 that makes to vibrate is hung by suspension iron chains 2 completely, and adjustment is vibrated suspension iron chains 2 length of base plate 1 four jiaos, and the base plate 1 that makes to vibrate is consistent with the domatic gradient.Open the motor 3 that vibrates of vibrating bottom plate 1, move up and down vibrating bottom plate 1 and carry out vibratory compaction.After single width compacting, move forward frame, carry out next width and to pave material vibratory compaction, material scope of operation degree of compaction (relative density) that paves until whole reaches quality requirement;
5) sampling is tested, and completes the domatic filter material cushion construction of channel.
As depicted in figs. 1 and 2, a kind of domatic filter material bed course shakes close compaction apparatus, this device comprises the Working cart 6 moved up and down along the Working cart walking guide rail 8 that frame 9 is arranged, below Working cart 6, corner is provided with hook 11, the base plate 1 that vibrates is hung by hanging iron chains 2, the motor 3 that vibrates is fixedly mounted on and vibrates on the rectangular susceptor 4 of base plate 1, Working cart 6 is installed with hand winch 5, and the lower end of the wire rope 10 of hand winch 5 is connected with the motor 3 that vibrates.
Working cart 6 is moved up and down along Working cart walking guide rail 8 by castor 7.
To vibrate the upper following employing arc crimping form 13 of base plate 1.
The power of motor 3 of vibrating is 3KW ~ 5KW.
Vibrate base plate 1 for steel substrate, and thick 8mm, long 0.8m, wide 0.4m, area is no more than 0.35m
2.
Rectangular susceptor 4 adopts channel-section steel to make.
As shown in Figure 3, the present invention is used to carry out the shake step of close compacting of domatic filter material bed course as follows:
1, after being positioned at the frame walking track 12 of top, slope, toe, adopt channel-section steel welding space truss and box wheel to connect to form integral-rack 9, and be installed on frame walking track 12.
2, adopt channel-section steel and steel-pipe welding to make Working cart 6, by rigid castors 7, Working cart 6 is arranged on the Working cart walking guide rail 8 of frame 9.
3, adopt channel-section steel welding production rectangular susceptor 4, and be welded in steel and vibrate on base plate 1; Rectangular susceptor 4 is arranged four bolts hole, for the motor 3 that fixedly vibrates.
4, adopting bolt that the motor 3 that vibrates is fixed on steel vibrates on the rectangular susceptor 4 of base plate 1, steel vibrate base plate 1 four jiaos arrange hang iron chains 2, to vibrate motor suspension below Working cart 6, and hung the length of iron chains 2 by adjustment, adjustable steel damping smashes base plate 1 angle of inclination (gradient);
5, the wire rope of Working cart 6 with the hoist engine 14 in frame 9 is connected, draws Working cart 6 by hoist engine 14 and move up and down;
6, with hoist engine 14, Working cart 6 being walked guide rail 8 tethered sliding to toe along the Working cart in frame 9, by regulating the length of hand winch 5 and suspension iron chains 2, adjusting position and the gradient of the base plate 1 that vibrates;
7, open the motor 3 that vibrates that vibrates on base plate 1, hoist engine 14 draw below Working cart 6 vibrate base plate 1 from bottom to top at the uniform velocity movement vibrate to slope and push up;
8, single width compacting up to standard after, vertically move frame 9 along frame walking track 12, carry out next width and to pave material vibratory compaction operation;
9, repeat above-mentioned filter material bed course to shake close compacting operation process, material scope of operation degree of compaction (relative density) that paves until whole reaches quality requirement.
Claims (5)
1. a channel domatic filter material cushion construction method, is characterized in that the method comprises the following steps:
1) when estimating engineering quantity, first with haulage device, filter material is transported to domatic top;
2) channel filter material paving and leveling device under the prerequisite considering coefficient of consolidation is in advance adopted, from upper
Lower being scraped by filter material is paved whole, ensures paving thickness and planeness;
3) the wetting domatic material that paves of watering;
4) the domatic filter material bed course close compaction apparatus that shakes is adopted to carry out close compacting of shaking;
5) sampling is tested, and completes the domatic filter material cushion construction of channel;
The described domatic filter material bed course close compaction apparatus that shakes comprises the Working cart (6) moved up and down along upper Working cart walking guide rail (8) arranged of frame (9), corner, Working cart (6) below hangs by hanging iron chains (2) base plate (1) that vibrates, the motor (3) that vibrates is fixedly mounted on the rectangular susceptor (4) of the base plate that vibrates (1), Working cart (6) is installed with hand winch (5), the lower end of the wire rope (10) of hand winch (5) is connected with the motor that vibrates (3);
The base plate (1) that vibrates is steel substrate, and thick 8mm, long 0.8m, wide 0.4m, area is no more than 0.35m
2;
The shake step of close compaction apparatus of domatic filter material bed course described in installation is as follows:
A, be positioned at top, slope, toe frame walking track (12) after, adopt channel-section steel welding space truss and box wheel to connect to form integral-rack (9), and be installed in frame walking track (12);
B, employing channel-section steel and steel-pipe welding make Working cart (6), are arranged on Working cart walking guide rail (8) of frame (9) by rigid castors (7) by Working cart (6);
C, adopt channel-section steel welding production rectangular susceptor (4), and be welded in steel and vibrate on base plate (1); Rectangular susceptor (4) is arranged four bolts hole, for the motor that fixedly vibrates (3);
D, the bolt motor (3) that will vibrate is adopted to be fixed on steel and to vibrate on the rectangular susceptor (4) of base plate (1), steel vibrate base plate (1) corner arrange hang iron chains (2), motor suspension will be vibrated in Working cart (6) below, the length of iron chains (2) is hung by adjustment, adjustable steel damping smashes base plate (1) angle of inclination
Namely complete described domatic filter material bed course to shake the installation of close compaction apparatus.
2. a kind of channel according to claim 1 domatic filter material cushion construction method, is characterized in that in step 4): adopt the domatic filter material bed course close compaction apparatus that shakes to carry out close compacting of shaking for 1 ~ 2 time.
3. a kind of channel according to claim 1 domatic filter material cushion construction method, is characterized in that: Working cart (6) is moved up and down along Working cart walking guide rail (8) by castor (7).
4. a kind of channel according to claim 1 domatic filter material cushion construction method, is characterized in that: upper following employing arc crimping form (13) of the base plate that vibrates (1).
5. a kind of channel according to claim 1 domatic filter material cushion construction method, is characterized in that: the power of the motor that vibrates (3) is 3KW ~ 5KW.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410271914.1A CN104047267B (en) | 2014-06-18 | 2014-06-18 | A kind of channel domatic filter material cushion construction method and filter material bed course shake close compaction apparatus |
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| CN201410271914.1A CN104047267B (en) | 2014-06-18 | 2014-06-18 | A kind of channel domatic filter material cushion construction method and filter material bed course shake close compaction apparatus |
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| CN104047267A CN104047267A (en) | 2014-09-17 |
| CN104047267B true CN104047267B (en) | 2016-01-20 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107816045A (en) * | 2017-12-12 | 2018-03-20 | 中国水利水电第五工程局有限公司 | A kind of dam body material slope lying device and method |
| CN108060658B (en) * | 2017-12-18 | 2020-11-10 | 新昌县康泓机械科技有限公司 | Water channel construction strickle equipment for hydraulic engineering |
| CN109113276B (en) * | 2018-10-11 | 2021-07-09 | 嘉兴永森建设有限公司 | Gutter laying device |
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| CN1900431A (en) * | 2006-07-22 | 2007-01-24 | 中国水利水电第十一工程局 | Large span complex channel concrete casting machine |
| JP4249692B2 (en) * | 2004-09-01 | 2009-04-02 | 有限会社インパクト | Waterway structure |
| CN202559305U (en) * | 2012-05-11 | 2012-11-28 | 山东路得威工程机械制造有限公司 | Water channel slope surface substrate lining compacting machine |
| CN202658578U (en) * | 2012-07-03 | 2013-01-09 | 葛洲坝集团基础工程有限公司 | Channel inverted filter material paving and leveling device |
| CN103469767A (en) * | 2013-05-30 | 2013-12-25 | 新疆额尔齐斯河流域开发工程建设管理局 | Large channel side slope bed course spreading machine |
| CN203890963U (en) * | 2014-06-18 | 2014-10-22 | 葛洲坝集团基础工程有限公司 | Vibration compaction device for inverted filter material cushion layer with slope surface |
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- 2014-06-18 CN CN201410271914.1A patent/CN104047267B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4249692B2 (en) * | 2004-09-01 | 2009-04-02 | 有限会社インパクト | Waterway structure |
| CN1900431A (en) * | 2006-07-22 | 2007-01-24 | 中国水利水电第十一工程局 | Large span complex channel concrete casting machine |
| CN202559305U (en) * | 2012-05-11 | 2012-11-28 | 山东路得威工程机械制造有限公司 | Water channel slope surface substrate lining compacting machine |
| CN202658578U (en) * | 2012-07-03 | 2013-01-09 | 葛洲坝集团基础工程有限公司 | Channel inverted filter material paving and leveling device |
| CN103469767A (en) * | 2013-05-30 | 2013-12-25 | 新疆额尔齐斯河流域开发工程建设管理局 | Large channel side slope bed course spreading machine |
| CN203890963U (en) * | 2014-06-18 | 2014-10-22 | 葛洲坝集团基础工程有限公司 | Vibration compaction device for inverted filter material cushion layer with slope surface |
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