CN204753668U - Clear native device in base groove - Google Patents
Clear native device in base groove Download PDFInfo
- Publication number
- CN204753668U CN204753668U CN201520449492.2U CN201520449492U CN204753668U CN 204753668 U CN204753668 U CN 204753668U CN 201520449492 U CN201520449492 U CN 201520449492U CN 204753668 U CN204753668 U CN 204753668U
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- CN
- China
- Prior art keywords
- crossbeam
- clear native
- guide rail
- foundation trench
- clear
- 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 - Fee Related
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Abstract
Clear native device in base groove is for the clear soil before the basic groove excavation check of foundation subsoil among the building engineering designs, belongs to building construction field, clear native device in base groove comprises clear native facility and supporting facility, clear native facility relies on the supporting facility to carry out work, clear native facility by the excavator bucket, dig pole, action bars, sliding block and constitute, the excavator bucket concreties and is digging the lower extreme of pole, digs pole AND operation pole and all concreties on the sliding block, and the supporting facility comprises bar base, guide rail, spout and crossbeam, and the guide rail concreties on the bar base, and the spout concreties on the crossbeam, and erects on the guide rail, the beneficial effects of the utility model are that can levelly and smoothly clear up the surplus soil in basic groove, make basic groove cutting depth satisfy the designing requirement, and the foundation soil not be by the disturbance.
Description
Technical field
The clear native device of foundation trench be in construction work foundation trench excavation check of foundation subsoil before clear soil and design, belong to the realm of building construction.
Background technology
In construction work foundation trench excavation, generally all will stay the clear soil layer of one deck 100-150 millimeters thick, before treating test slot of foundation, cleaning is to design elevation, in case foundation soil is by disturbance, when clearing up clear soil layer, must with manually shoveling soil, during shovel soil, absolute altitude is not easy to control, and the labour intensity of artificial shovel soil is also very large; The clear native device of foundation trench adopting the utility model to provide, can address this problem.
Utility model content
In order to solve the problem, the utility model provides a kind of foundation trench as shown in Figure 1 to Figure 3 clear native device, and the clear native device of foundation trench is made up of with support means 2 clear native facility 1; Clear native facility 1 relies on support means 2 to carry out work; Clear native facility 1 by excavator bucket 11, dig bar 12, action bars 13, sliding shoe 14 form; Excavator bucket 11 is cemented in the lower end digging bar 12, digging bar 12 is all cemented on sliding shoe 14 with action bars 13, and support means 2 is made up of with crossbeam 24 bar shaped pedestal 21, guide rail 22, chute 23, and guide rail 22 is cemented on bar shaped pedestal 21, chute 23 is cemented on crossbeam 24, and is erected on guide rail 22.
Excavator bucket 11 is bucket-shaped parts, and during work, the lowest bid higher position, bottom of excavator bucket 11 is absolute altitudes of the cutting depth of design.
Digging bar 12 is rod-like members, is the supporting member of excavator bucket 11, and preferential recommendation adopts the steel pipe manufacturing of diameter 45-55 millimeter; Under external force, can rotate on crossbeam 24 with sliding shoe 14 or move horizontally.
Action bars 13 is rod-like members, and preferential recommendation adopts the steel pipe manufacturing of diameter 25-50 millimeter; Under external force, action bars 13 is driven to move horizontally along crossbeam 24 or rotate around crossbeam 24 by sliding shoe 14.
Sliding shoe 14 is block parts, is to connect to dig bar 12, action bars 13 and the parts of crossbeam 24, under the External Force Acting that action bars 13 transmission is come, can drive and digs bar 12 and drive excavator bucket 11 to move horizontally or rotary motion on crossbeam 24.
Bar shaped pedestal 21 is the strip basic components being longitudinally arranged in foundation trench both sides, bears the load that guide rail 22 transmission is come, and passes to the ground of foundation trench both sides.
Guide rail 22 is the rod-like members be longitudinally arranged on the bar shaped pedestal 21 on foundation trench both sides, and preferential recommendation adopts 10-16 i iron to make; Bear the load that chute 23 transmission is come, and pass to guide rail 22.
Groove 23 to be erected on guide rail 22 and to be cemented on crossbeam 24, under external force, drives clear native facility 1 to vertically move along foundation trench by crossbeam 24.
Crossbeam 24 is the link elements be erected at by chute 23 on guide rail 22, and the whole load of clear native facility 1 all passes to track by crossbeam 24.
The beneficial effects of the utility model entirely to clear up the remaining soil of foundation trench, foundation trench cutting depth is met design requirement, and foundation soil is not by disturbance.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
The clear native device schematic diagram of Fig. 1 foundation trench;
The clear native device 1-1 sectional drawing of Fig. 2 foundation trench
The clear native device floor map of Fig. 3 foundation trench.
in figure: the clear native facility of 1-; 11-excavator bucket; 12-digs bar; 13-action bars; 14-horizontal slip block; 2-support means; 21-bar shaped pedestal; 22-guide rail; 23-chute; 24 crossbeams.
Detailed description of the invention
embodiment
Certain engineering have employed the clear native device of foundation trench as shown in Figure 1 to Figure 3, and the clear native device of foundation trench is made up of with support means 2 clear native facility 1; Clear native facility 1 relies on support means 2 to carry out work; Clear native facility 1 by excavator bucket 11, dig bar 12, action bars 13, sliding shoe 14 form; Excavator bucket 11 is cemented in the lower end digging bar 12, digging bar 12 is all cemented on sliding shoe 14 with action bars 13, and support means 2 is made up of with crossbeam 24 bar shaped pedestal 21, guide rail 22, chute 23, and guide rail 22 is cemented on bar shaped pedestal 21, chute 23 is cemented on crossbeam 24, and is erected on guide rail 22.
Excavator bucket 11 is bucket-shaped parts, and during work, the lowest bid higher position, bottom of excavator bucket 11 is absolute altitudes of the cutting depth of design.
Digging bar 12 is rod-like members, is the supporting member of excavator bucket 11, adopts the steel pipe manufacturing of diameter 48 millimeters; Under external force, can rotate on crossbeam 24 with sliding shoe 14 or move horizontally.
Action bars 13 is rod-like members, adopts the steel pipe manufacturing of diameter 48 millimeters; Under external force, action bars 13 is driven to move horizontally along crossbeam 24 or rotate around crossbeam 24 by sliding shoe 14.
Sliding shoe 14 is block parts, is to connect to dig bar 12, action bars 13 and the parts of crossbeam 24, under the External Force Acting that action bars 13 transmission is come, can drive and digs bar 12 and drive excavator bucket 11 to move horizontally or rotary motion on crossbeam 24.
Bar shaped pedestal 21 is the strip basic components being longitudinally arranged in foundation trench both sides, bears the load that guide rail 22 transmission is come, and passes to the ground of foundation trench both sides.
Guide rail 22 is the rod-like members be longitudinally arranged on the bar shaped pedestal 21 on foundation trench both sides, adopts No. 10 i iron to make; Bear the load that chute 23 transmission is come, and pass to guide rail 22.
Groove 23 to be erected on guide rail 22 and to be cemented on crossbeam 24, under external force, drives clear native facility 1 to vertically move along foundation trench by crossbeam 24.
Crossbeam 24 is the link elements be erected at by chute 23 on guide rail 22, and the whole load of clear native facility 1 all passes to track by crossbeam 24.
Claims (5)
1. the clear native device of foundation trench, is characterized in that, described device is made up of clear native facility (1) and support means (2); Clear native facility (1) dependence support means (2) carries out work; Clear native facility (1) by excavator bucket (11), dig bar (12), action bars (13), sliding shoe (14) form; Excavator bucket (11) is cemented in the lower end digging bar (12), digging bar (12) is all cemented on sliding shoe (14) with action bars (13), support means (2) is made up of with crossbeam (24) bar shaped pedestal (21), guide rail (22), chute (23), guide rail (22) is cemented on bar shaped pedestal (21), chute (23) is cemented on crossbeam (24), and is erected on guide rail (22).
2. the clear native device of foundation trench according to claim 1, is characterized in that, excavator bucket (11) is bucket-shaped parts, and the lowest bid higher position, bottom of excavator bucket (11) is the absolute altitude of the cutting depth of design; Digging bar (12) is rod-like members, is the supporting member of excavator bucket (11), under external force, can rotate with sliding shoe (14) on crossbeam (24).
3. the clear native device of foundation trench according to claim 1, is characterized in that, action bars (13) is rod-like members, under external force, drives action bars (13) move horizontally along crossbeam (24) or rotate around crossbeam (24) by sliding shoe (14); Sliding shoe (14) is block parts, connect the parts digging bar (12), action bars (13) and crossbeam (24), under the External Force Acting that action bars (13) transmission is come, can drive and dig bar (12) and drive excavator bucket (11) above to move horizontally or rotary motion at crossbeam (24).
4. the clear native device of foundation trench according to claim 1, is characterized in that, bar shaped pedestal (21) is the strip basic components being longitudinally arranged in foundation trench both sides, bears the load that guide rail (22) transmission is come, and passes to the ground of foundation trench both sides; Guide rail (22) is the rod-like members be longitudinally arranged on the bar shaped pedestal (21) on foundation trench both sides, bears the load that chute (23) transmission is come, and passes to guide rail (22).
5. the clear native device of foundation trench according to claim 1, it is characterized in that, chute (23) is erected at guide rail (22) and goes up and be cemented on crossbeam (24), under external force, drives clear native facility (1) to vertically move along foundation trench by crossbeam (24); Crossbeam (24) is the link element be erected at by chute (23) on guide rail (22), and the whole load of clear native facility (1) all passes to track by crossbeam (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520449492.2U CN204753668U (en) | 2015-06-29 | 2015-06-29 | Clear native device in base groove |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520449492.2U CN204753668U (en) | 2015-06-29 | 2015-06-29 | Clear native device in base groove |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204753668U true CN204753668U (en) | 2015-11-11 |
Family
ID=54468393
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520449492.2U Expired - Fee Related CN204753668U (en) | 2015-06-29 | 2015-06-29 | Clear native device in base groove |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204753668U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878791A (en) * | 2015-06-29 | 2015-09-02 | 江苏建筑职业技术学院 | Foundation trench soil cleaning device and method |
-
2015
- 2015-06-29 CN CN201520449492.2U patent/CN204753668U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878791A (en) * | 2015-06-29 | 2015-09-02 | 江苏建筑职业技术学院 | Foundation trench soil cleaning device and method |
| CN104878791B (en) * | 2015-06-29 | 2017-08-11 | 江苏建筑职业技术学院 | A kind of clear native device of foundation trench and clear indigenous method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151111 Termination date: 20160629 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |