CN206319311U - Complex Soil layer depth covering groove Continuous compacting device - Google Patents
Complex Soil layer depth covering groove Continuous compacting device Download PDFInfo
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- CN206319311U CN206319311U CN201621467849.0U CN201621467849U CN206319311U CN 206319311 U CN206319311 U CN 206319311U CN 201621467849 U CN201621467849 U CN 201621467849U CN 206319311 U CN206319311 U CN 206319311U
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- China
- Prior art keywords
- pipe trench
- soil layer
- layer depth
- support frame
- lifting rope
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Abstract
The application is related to a kind of pipe trench compacting constructing device, more particularly to a kind of Complex Soil layer depth covering groove Continuous compacting device；It includes bogie, support frame, lifting rope, wheel carrier, compact wheel；The arranged on left and right sides of pipe trench is disposed with can be along the synchronization-moving bogie in pipe trench direction, two bogie upper end transverse strands are provided with the support frame across pipe trench, the lifting rope hung down and in pipe trench is connected with the middle part of support frame lower surface, lifting rope bottom is connected with wheel carrier, and wheel carrier center is hinged with seat in the compact wheel in pipe trench.Due to implementing above-mentioned technical proposal, the application is slowly run simultaneously in pipe trench arranged on left and right sides by two bogies, drive support movements, and moved by lifting rope dragging compact wheel along pipe trench direction, quick, round compacting is carried out to pipe trench bottom using the self gravitation of compact wheel, realize that complete mechanical is worked continuously, then carry out compacting operation；The compacting operation at extra long distance pipeline networking is particularly suitable for use in, a large amount of manpower financial capacities are saved.
Description
Technical field
The application is related to a kind of pipe trench compacting constructing device, more particularly to a kind of Complex Soil layer depth covering groove Continuous compacting
Device.
Background technology
Severe cold area winter temperature is relatively low, and aqueduct is to prevent from freezing, it is necessary to buried, the deep covering pipe trench of complex random systems
Before pipeline lower berth, it is necessary to carry out compacting, the finishing operations of pipe trench bottom.Because in complex random systems, a large amount of intervals are present
Stone, without fine sand backfill and compacting operation, the later stage will greatly damage pipeline, and the deep pipe trench covered is due to narrow space,
Extremely be unfavorable for manual work, and corresponding hydraulic pressure, electrical shock compacting equipment or compacting machinary, it is adaptable to plane stratum or compared with
Big foundation ditch, lacks professional equipment for deep covering, narrower pipe trench.
For pipe trench bottom of trench compacting operation, the artificial compacting construction combined with hand-held compaction apparatus is generally used at present
Method, on the satisfactory stratum of soil layer sand performance, directly carries out compacting operation, to containing the more interval of stone, carrying out first
Fine sand is backfilled, then carries out compacting operation, and work progress needs man-hour longer, and for restricted width pipe trench, can only use people
Work mode, it is inestimable for the artificial, duration needed for the compacting operation at extra long distance pipeline networking, it is badly in need of a kind of can be achieved completely
The construction method of do mechanization operation.
The content of the invention
The purpose of the application is to propose a kind of compacting operation efficiency for improving pipe trench bottom of trench, can be for complex random systems point
Cloth, deep covering, narrow pipe trench carry out mechanization compacting operation, can continuously construct, stable Complex Soil layer depth covering groove connects
Continuous compaction apparatus.
What the application was realized in：Complex Soil layer depth covering groove Continuous compacting device, it includes bogie, support
Frame, lifting rope, wheel carrier, compact wheel；The arranged on left and right sides of pipe trench is disposed with can be along the synchronization-moving bogie in pipe trench direction, two loads
Loaded vehicle upper end transverse strands are provided with the middle part of the support frame across pipe trench, support frame lower surface to be connected with and hung down and in pipe trench
Lifting rope, lifting rope bottom is connected with wheel carrier, and wheel carrier center is hinged with seat in the compact wheel in pipe trench；Hanging between support frame and wheel carrier
Rope length degree is not less than the vertical range between support frame and wheel carrier.
Further, support frame includes the mobile jib and Duo Gen connection reinforcement bars of three parallel distributions；The side view of three mobile jibs
Projection is in be placed with many inclined connection reinforcement bars between upright triangular pitch, every two mobile jibs.
Further, it is fixedly connected with the mobile jib of top below triangle reinforcement, the center correspondence of triangle reinforcement
Lifting rope tie point；Vertical strengthening ribs are further fixed between triangle reinforcement and the mobile jib of top.
Further, two mobile jib lower surfaces of lower section are fixedly connected with connecting bridge, and the connection of connecting bridge lower end center is oriented
Under hang from above and the lifting rope in the pipe trench.
Further, every mobile jib of lower section is connected by least two Metal pipe straps with connecting bridge.
Further, lifting rope is single wire rope.
Further, the width of compact wheel and pipe trench width Corresponding matching.
Due to implementing above-mentioned technical proposal, the application is slowly run simultaneously in pipe trench arranged on left and right sides by two bogies,
Support movements are driven, and compact wheel is dragged by lifting rope and are moved along pipe trench direction, using the self gravitation of compact wheel to pipe
Ditch bottom carries out quick, round compacting, realizes that complete mechanical is worked continuously, then carry out compacting operation；It is particularly suitable for use in overlength
Compacting operation apart from pipeline networking, saves a large amount of manpower financial capacities.
Brief description of the drawings：
The concrete structure of the application is provided by following drawings and Examples：
Fig. 1 is the structural representation of the application most preferred embodiment；
Fig. 2 is the side structure schematic view of support frame in Fig. 1, Metal pipe strap, connecting bridge and compact wheel.
Legend：1. bogie, 2. compact wheels, 3. lifting ropes, 4. wheel carriers, 5. Metal pipe straps, 6. pipe trench, 7. connecting bridges, 8. masters
Bar, 9. connection reinforcement bars, 10. triangle reinforcements, 11. vertical strengthening ribs.
Embodiment：
The application is not limited by following embodiments, can be determined according to the technical scheme of the application with actual conditions specific
Embodiment.
As shown in Figure 1, 2, Complex Soil layer depth covering groove Continuous compacting device includes bogie 1, support frame, lifting rope 3, wheel
Frame 4, compact wheel 2；The arranged on left and right sides of pipe trench 6 is disposed with can be along the synchronization-moving bogie 1 in pipe trench direction, on two bogies 1
Transverse strands are held to be provided with the support frame across pipe trench 6, support frame lower surface middle part, which is connected with, to be hung down and hanging in pipe trench 6
Rope 3, the bottom of lifting rope 3 is connected with wheel carrier 4, and the center of wheel carrier 4 is hinged with seat in the compact wheel 2 in pipe trench 6；Between support frame and wheel carrier 4
The length of lifting rope 3 not less than vertical range between support frame and wheel carrier 4.
In use, being first connected compact wheel 2 with the consolidation of wheel carrier 4, the compaction apparatus of the bottom of trench of pipe trench 6 is constituted, it is logical with loop wheel machine
Cross steel wire rope and compaction apparatus is hung in into pipe trench 6, the lifting rope 3 in the non-the application of the steel wire rope；
Then the support frame for welding completion in advance is lifted on the bogie 1 for being distributed in pipeline both sides with loop wheel machine, will propped up
Support is fixedly connected with the bogie 1 at two ends, is kept symmetrical；
It will be connected between compaction apparatus and support frame in the bottom of trench of pipe trench 6 by lifting rope 3, check quality of connection；
To the satisfactory interval of bottom of trench soil property of pipe trench 6, the slow parallel traveling of bogie 1, lifting rope 3 drives compact wheel 2, according to
Compacting operation is carried out by the gravity of compact wheel 2, situation is compacted according to soil property, is reciprocally compacted；
To the bottom of trench of pipe trench 6 containing stone it is more or other do not meet soil property requirement interval, to carry out in advance sand, element soil return
Fill out the operation being compacted again.
The application can realize that complete mechanical is worked continuously, and the compact wheel 2 matched with width and pipe trench 6 is realized disposably
Compacting operation, such as soil property do not reach compacting criteria, and bogie 1 is along the reciprocating working of pipe trench 6；It is particularly suitable for use in extra long distance pipe
The compacting operation on gauze road, saves a large amount of manpower financial capacities.
Bogie 1 is using the vehicle of two same model load-carryings, synchronous operation；Or two bogies 1 are led by same
Leading-in device is pulled by same power, and it is relatively steady to ensure that two bogies 1 are run with this.Being fixed with bogie 1 will prop up
The fixed mounting bracket of support matching（Do not drawn in figure）, support frame is bolted on bogie 1, support frame passes through metal
Snap ring is fixed on bogie 1, by one of above-mentioned three kinds of methods or its combination, and support frame is connected firmly with bogie 1, dress
Unload convenient.Compact wheel 2 is single solid steel compact wheel 2, and width is slightly less than the width of pipe trench 6.It is deep that the length of lifting rope 3 need to meet pipe trench 6
Degree requires that the length of lifting rope 3 that is, between support frame and wheel carrier 4 is not less than the vertical range between support frame and wheel carrier 4；And leave remaining
Amount.
As shown in Figure 1, 2, support frame includes the mobile jib 8 and Duo Gen connection reinforcement bars 9 of three parallel distributions；Three mobile jibs 8
Side elevation be in upright triangular pitch, be placed with many inclined connection reinforcement bars 9 between every two mobile jibs 8.So
Support frame intensity can be increased, the deformation at lifting, dragging compact wheel 2 is reduced.
As shown in figure 1, triangle reinforcement 10 is fixedly connected with the mobile jib 8 of top, the center correspondence of triangle reinforcement 10
The tie point of lifting rope 3 of lower section；Vertical strengthening ribs 11 are further fixed between triangle reinforcement 10 and the mobile jib of top 8.Increase support
The local strength of frame connection lifting rope 3 part.
As shown in Figure 1, 2, two lower surfaces of mobile jib 8 of lower section are fixedly connected with connecting bridge 7, and the lower end center of connecting bridge 7 connects
It is connected to the lifting rope 3 hung down and in pipe trench 6.By connecting bridge 7 by the point stress of two mobile jibs 8 of lower section be changed into line by
Power, smaller concentrated stress increases the service life of mobile jib 8.
As shown in Figure 1, 2, the every mobile jib 8 of lower section is connected by least two Metal pipe straps 5 with connecting bridge 7.So
Fast Installation, the dismounting of lifting rope 3 can be realized；Utilize Reusability.
As shown in Figure 1, 2, lifting rope 3 is single wire rope.The unbalance stress caused by the out-of-flatness of pipe trench 6 can so be prevented
Even, steel wire rope is only with single, the safe operation of intensity guarantee compact wheel 2.
As shown in Figure 1, 2, the width of compact wheel 2 and the width Corresponding matching of pipe trench 6.
Above technical characteristic constitutes the most preferred embodiment of the application, and it has stronger adaptability and optimal implementation effect
Really, inessential technical characteristic can be increased and decreased according to actual needs, the need for meeting different situations.
Claims (10)
1. a kind of Complex Soil layer depth covering groove Continuous compacting device, it is characterised in that：Including bogie, support frame, lifting rope, wheel
Frame, compact wheel；The arranged on left and right sides of pipe trench is disposed with can be along the synchronization-moving bogie in pipe trench direction, and two bogie upper ends are horizontal
There is the lifting rope for being connected with and hanging down and in pipe trench in the middle part of the support frame across pipe trench, support frame lower surface to erection, hang
Rope bottom is connected with wheel carrier, and wheel carrier center is hinged with seat in the compact wheel in pipe trench；Lifting rope length between support frame and wheel carrier is not
Less than the vertical range between support frame and wheel carrier.
2. Complex Soil layer depth covering groove Continuous compacting device according to claim 1, it is characterised in that：Support frame includes
The mobile jib and Duo Gen connection reinforcement bars of three parallel distributions；The side elevation of three mobile jibs is in upright triangular pitch, every two
Many inclined connection reinforcement bars are placed between root mobile jib.
3. Complex Soil layer depth covering groove Continuous compacting device according to claim 2, it is characterised in that：The mobile jib of top
On be fixedly connected with triangle reinforcement, the lifting rope tie point below the center correspondence of triangle reinforcement；Triangle reinforcement and top
Mobile jib between be further fixed on vertical strengthening ribs.
4. the Complex Soil layer depth covering groove Continuous compacting device according to Claims 2 or 3, it is characterised in that：Lower section
Two mobile jib lower surfaces are fixedly connected with connecting bridge, and connecting bridge lower end center, which is connected with, to be hung down and hanging in pipe trench
Rope.
5. Complex Soil layer depth covering groove Continuous compacting device according to claim 4, it is characterised in that：Every of lower section
Mobile jib is connected by least two Metal pipe straps with connecting bridge.
6. the Complex Soil layer depth covering groove Continuous compacting device according to claim 1 or 2 or 3 or 5, it is characterised in that：
Lifting rope is single wire rope.
7. Complex Soil layer depth covering groove Continuous compacting device according to claim 4, it is characterised in that：Lifting rope is single
Steel wire rope.
8. the Complex Soil layer depth covering groove Continuous compacting device according to claim 1 or 2 or 3 or 5, it is characterised in that：
The width of compact wheel and pipe trench width Corresponding matching.
9. Complex Soil layer depth covering groove Continuous compacting device according to claim 4, it is characterised in that：The width of compact wheel
Degree and pipe trench width Corresponding matching.
10. Complex Soil layer depth covering groove Continuous compacting device according to claim 6, it is characterised in that：Compact wheel
Width and pipe trench width Corresponding matching.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621467849.0U CN206319311U (en) | 2016-12-29 | 2016-12-29 | Complex Soil layer depth covering groove Continuous compacting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621467849.0U CN206319311U (en) | 2016-12-29 | 2016-12-29 | Complex Soil layer depth covering groove Continuous compacting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319311U true CN206319311U (en) | 2017-07-11 |
Family
ID=59260938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621467849.0U Expired - Fee Related CN206319311U (en) | 2016-12-29 | 2016-12-29 | Complex Soil layer depth covering groove Continuous compacting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206319311U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629615A (en) * | 2019-02-16 | 2019-04-16 | 丁风海 | A kind of military trench equipment of intelligence |
| CN113417275A (en) * | 2021-08-20 | 2021-09-21 | 奥王建筑材料科技有限公司 | Build ditch and use rolling equipment |
| CN113914286A (en) * | 2021-11-19 | 2022-01-11 | 中电建十一局工程有限公司 | Slope foundation compacting machine |
-
2016
- 2016-12-29 CN CN201621467849.0U patent/CN206319311U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109629615A (en) * | 2019-02-16 | 2019-04-16 | 丁风海 | A kind of military trench equipment of intelligence |
| CN109629615B (en) * | 2019-02-16 | 2021-10-29 | 黄万达 | Intelligent military trench digging equipment |
| CN113417275A (en) * | 2021-08-20 | 2021-09-21 | 奥王建筑材料科技有限公司 | Build ditch and use rolling equipment |
| CN113417275B (en) * | 2021-08-20 | 2021-11-02 | 奥王建筑材料科技有限公司 | Build ditch and use rolling equipment |
| CN113914286A (en) * | 2021-11-19 | 2022-01-11 | 中电建十一局工程有限公司 | Slope foundation compacting machine |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170711 Termination date: 20171229 |
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| CF01 | Termination of patent right due to non-payment of annual fee |