CN203890963U - Vibration compaction device for inverted filter material cushion layer with slope surface - Google Patents
Vibration compaction device for inverted filter material cushion layer with slope surface Download PDFInfo
- Publication number
- CN203890963U CN203890963U CN201420325033.9U CN201420325033U CN203890963U CN 203890963 U CN203890963 U CN 203890963U CN 201420325033 U CN201420325033 U CN 201420325033U CN 203890963 U CN203890963 U CN 203890963U
- Authority
- CN
- China
- Prior art keywords
- filter material
- slope surface
- vibrates
- domatic
- cushion layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000000463 material Substances 0.000 title claims abstract description 28
- 238000005056 compaction Methods 0.000 title claims abstract description 25
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 8
- 235000004443 Ricinus communis Nutrition 0.000 claims description 4
- 238000002788 crimping Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 10
- 239000004576 sand Substances 0.000 abstract description 10
- 239000010959 steel Substances 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 7
- 238000003466 welding Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 240000000528 Ricinus communis Species 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Road Paving Machines (AREA)
Abstract
A vibration compaction device for an inverted filter material cushion layer with a slope surface comprises an operation cart vertically moving along an operation cart walking guide rail arranged on a frame. Vibration bottom plates are hung at four corners below the operation cart through hanging iron chains, a vibration motor is fixedly arranged on a rectangular base of the vibration bottom plates, a manual winch is fixedly arranged on the operation cart, and the lower end of a steel wire rope of the manual winch is connected with the vibration motor. The vibration compaction device for the inverted filter material cushion layer with the slope surface solves the problems that during vibration compaction construction of the inverted filter material cushion layer with the slope surface, such as sand gravels, coarse sand and the like, the finished slope surface can be perturbed easily, work efficiency is low, cost is high, the degree of compaction is up to the standard difficulty, and the slope surface is uneven. The inverted filter material cushion layer with the slope surface can be formed by compaction one time, and the mechanical operation degree is high.
Description
Technical field
The utility model relates to a kind of toward the domatic close compaction apparatus that shakes, especially a kind of to the loose medias such as domatic sand gravel, the coarse sand domatic filter material bed course of the close compacting close compaction apparatus that shakes that shakes.
Background technology
In Middle Line Project For Transferring Water From South To North trunk 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 bed courses such as sand gravel, coarse sand.Current domestic large channel lining cutting is without mature experience, because length of grade is larger, the gradient is large, and routine is shaken close compacting equipment cannot construction on domatic, filter material shakes, and close compacting construction is most adopts manual work, the requirements that work efficiency is low, the domatic degree of compaction that paves is difficult for reaching engineering design.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of domatic filter material bed course close compaction apparatus that shakes, can domatic sand gravel, the close compacting of shaking of the filter material bed course such as coarse sand constructs that easy disturbance finished product is domatic, work efficiency is low, cost is higher, up to standard, domatic irregular problem that degree of compaction is difficult for, 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 scheme that the utility model adopts is: a kind of domatic filter material bed course close compaction apparatus that shakes, this device comprises the Working cart moving up and down along the Working cart walking guide rail arranging in frame, below Working cart, four jiaos are hung by hanging iron chains the base plate that vibrates, the motor that vibrates is fixedly mounted on the rectangular susceptor of the base plate that vibrates, on Working cart, be installed with hand winch, the lower end of the wire rope of hand winch is connected with the motor that vibrates.
Working cart moves up and down along Working cart walking guide rail by castor.
The vibrate upper following employing arc crimping form of base plate.
The power of motor of vibrating is 3KW～5KW.
The domatic filter material bed course that the utility model the provides close compaction apparatus that shakes, by Working cart, realize moving up and down of the motor that vibrates, to the close compacting of shaking of domatic filter material bed course, the vibrate angle of inclination of base plate of the length adjustment that hangs iron chains by adjusting, to adapt to the demand of the gradient, can domatic sand gravel, the close compacting of shaking of the filter material bed course such as coarse sand constructs that easy disturbance finished product is domatic, work efficiency is low, cost is higher, up to standard, domatic irregular problem that degree of compaction is difficult for; Simple structure, weight is lighter, cheap, and installation, dismounting and convenient transportation are 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; Machinery-free equipment, personnel's cross-operation are disturbed, and when effectively improving construction safety, quality, have also reduced construction cost, have accelerated construction speed; Adopt the arc crimping form resistance of base plate while moving up and down that can reduce to vibrate, improve the domatic filter material bed course close consolidation effect that shakes.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the schematic diagram that the utility model is provided with the base plate that vibrates of the motor that vibrates;
Fig. 3 is work schematic diagram of the present utility model.
The specific embodiment
As depicted in figs. 1 and 2, a kind of domatic filter material bed course close compaction apparatus that shakes, this device comprises the Working cart 6 moving up and down along the Working cart walking guide rail 8 arranging in frame 9, four jiaos of Working cart 6 belows are provided with hook 11, by hanging iron chains 2, hang the base plate 1 that vibrates, the motor 3 that vibrates is fixedly mounted on the rectangular susceptor 4 of the base plate 1 that vibrates, and is installed with hand winch 5 on Working cart 6, and the lower end of the wire rope 10 of hand winch 5 is connected with the motor 3 that vibrates.
Working cart 6 moves up and down along Working cart walking guide rail 8 by castor 7.
The vibrate 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 base plate, 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, use the utility model to carry out the shake step of close compacting of domatic filter material bed course as follows:
1, be positioned at after 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; Four bolts hole are set, for the motor 3 that fixedly vibrates on rectangular susceptor 4.
4, adopting bolt that the motor 3 that vibrates is fixed on to steel vibrates on the rectangular susceptor 4 of base plate 1, at vibrate 1 four jiaos of base plates of steel, arrange and hang iron chains 2, to vibrate motor suspension below Working cart 6, hang the length of iron chains 2 by adjustment, adjustable steel damping is smash base plate 1 angle of inclination (gradient);
5, Working cart 6 is connected with the wire rope of hoist engine 14 in frame 9, by hoist engine 14 traction Working carts 6, moves up and down;
6, with hoist engine 14, Working cart 6 is walked to guide rail 8 tethered slidings to toe along the Working cart in frame 9, by the length that regulates hand winch 5 and hang iron chains 2, adjust position and the gradient of the base plate 1 that vibrates;
7, open the motor 3 that vibrates vibrating on base plate 1, the base plate 1 that vibrates of hoist engine 14 traction Working cart 6 belows at the uniform velocity moves to vibrate from bottom to top and pushes up to slope;
8, single width compacting up to standard after, along frame walking track 12, vertically move frame 9, carry out the material vibratory compaction operation that paves of next width;
9, repeat the above-mentioned filter material bed course close compacting operation process of shaking, the material scope of operation degree of compaction (relative density) that paves until whole reaches quality requirement.
Claims (4)
1. a domatic filter material bed course close compaction apparatus that shakes, it is characterized in that: this device comprises the Working cart (6) moving up and down along the upper Working cart walking guide rail (8) arranging of frame (9), below Working cart (6), four jiaos are hung 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), on Working cart (6), be 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).
2. the domatic filter material bed course according to claim 1 close compaction apparatus that shakes, is characterized in that: Working cart (6) moves up and down along Working cart walking guide rail (8) by castor (7).
3. the domatic filter material bed course according to claim 1 close compaction apparatus that shakes, is characterized in that: the upper following employing arc crimping form (13) of the base plate that vibrates (1).
4. the domatic filter material bed course according to claim 1 close compaction apparatus that shakes, is characterized in that: the power of the motor that vibrates (3) is 3KW～5KW.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420325033.9U CN203890963U (en) | 2014-06-18 | 2014-06-18 | Vibration compaction device for inverted filter material cushion layer with slope surface |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420325033.9U CN203890963U (en) | 2014-06-18 | 2014-06-18 | Vibration compaction device for inverted filter material cushion layer with slope surface |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203890963U true CN203890963U (en) | 2014-10-22 |
Family
ID=51717385
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420325033.9U Expired - Lifetime CN203890963U (en) | 2014-06-18 | 2014-06-18 | Vibration compaction device for inverted filter material cushion layer with slope surface |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203890963U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047267A (en) * | 2014-06-18 | 2014-09-17 | 葛洲坝集团基础工程有限公司 | Channel slope surface inverted filter material cushion layer construction method and inverted filter material cushion layer vibrating-compacting device |
| CN107724371A (en) * | 2017-10-26 | 2018-02-23 | 云南建投第四建设有限公司 | A kind of domatic soil compaction system |
-
2014
- 2014-06-18 CN CN201420325033.9U patent/CN203890963U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104047267A (en) * | 2014-06-18 | 2014-09-17 | 葛洲坝集团基础工程有限公司 | Channel slope surface inverted filter material cushion layer construction method and inverted filter material cushion layer vibrating-compacting device |
| CN104047267B (en) * | 2014-06-18 | 2016-01-20 | 葛洲坝集团基础工程有限公司 | A kind of channel domatic filter material cushion construction method and filter material bed course shake close compaction apparatus |
| CN107724371A (en) * | 2017-10-26 | 2018-02-23 | 云南建投第四建设有限公司 | A kind of domatic soil compaction system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104453241B (en) | A kind of vibratory concrete floating device | |
| CN202658578U (en) | Channel inverted filter material paving and leveling device | |
| CN105568828B (en) | A kind of cement concrete pavement leveling machine | |
| CN109356143A (en) | A compacting device for construction | |
| CN107130479B (en) | Small automatic hydraulic railway line tamping vehicle | |
| CN103147370A (en) | Device and method for replacing track slab of slab ballastless track | |
| CN203890963U (en) | Vibration compaction device for inverted filter material cushion layer with slope surface | |
| CN218373195U (en) | Machine is laid in curb construction | |
| CN203755117U (en) | Equipment device for improving slip-form paver | |
| CN104047267B (en) | A kind of channel domatic filter material cushion construction method and filter material bed course shake close compaction apparatus | |
| CN207578633U (en) | A kind of split type concrete vibrating stand of mobile model | |
| CN206127766U (en) | Railway concrete curb slipform paver | |
| CN107724371A (en) | A kind of domatic soil compaction system | |
| JP2018154995A (en) | Inclined concrete placing method and mobile formwork apparatus | |
| CN202878444U (en) | Concrete vibrating device | |
| CN212473524U (en) | Handling device for garden engineering with protection effect | |
| CN109702857A (en) | A kind of split type concrete vibrating stand of mobile model | |
| CN201770982U (en) | Geotextile granular pile construction piling machine | |
| CN203818308U (en) | Die opening distributing device of prestressed centrifugal pile | |
| CN218138843U (en) | Vibration forming device for hollow interlayer composite material tower | |
| CN206591836U (en) | Array immersible concrete vibrator and self-balancing lifting system | |
| CN202401427U (en) | Integrated slip form equipment for paving concrete and sand and vibrating sand for bed of canal | |
| CN211815195U (en) | Self-compaction concrete fastener | |
| CN207495722U (en) | A kind of concrete slip-form system | |
| CN104514376B (en) | Pour into a mould the bleed apparatus for automatically lifting that vibrates |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141022 |