CN106869212A - A kind of device for the clear soil of foundation trench - Google Patents
A kind of device for the clear soil of foundation trench Download PDFInfo
- Publication number
- CN106869212A CN106869212A CN201510914737.9A CN201510914737A CN106869212A CN 106869212 A CN106869212 A CN 106869212A CN 201510914737 A CN201510914737 A CN 201510914737A CN 106869212 A CN106869212 A CN 106869212A
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- foundation trench
- guide rail
- clear
- bar
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/025—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with scraper-buckets, dippers or shovels
Abstract
The present invention relates to a kind of device for the clear soil of foundation trench, designed for the clear soil before foundation trench excavation check of foundation subsoil in architectural engineering, belong to the realm of building construction.It is made up of clear soil facility with support means；What clear soil facility was operated by support means；Clear soil facility is made up of excavator bucket, digging bar, action bars, sliding shoe；Excavator bucket is fixedly arranged at the lower end for digging bar, digs bar and action bars is all fixedly arranged on sliding shoe, and support means are made up of bar shaped pedestal, guide rail, chute and crossbeam, and guide rail is fixedly arranged on bar shaped pedestal, and chute is fixedly arranged on crossbeam, and is erected on guide rail；The beneficial effects of the invention are as follows can entirely clear up soil more than foundation trench, foundation trench cutting depth is set to meet design requirement, and foundation soil is not disturbed.
Description
Technical field
The present invention is designed for the clear soil before foundation trench excavation check of foundation subsoil in architectural engineering, is related to a kind of native clearly for foundation trench
Device, belong to the realm of building construction.
Background technology
During architectural engineering foundation trench is excavated, one layer of clear soil layer of 100-150 millimeters thicks will be typically stayed, treat clear before test slot of foundation
Designed elevation is managed, in case foundation soil is disturbed, when clearing up clear soil layer, it is necessary to manually shovel soil, during shovel soil, absolute altitude is not allowed easily-controllable
System, the labour intensity of artificial shovel soil is also very big；The clear soil device of foundation trench provided using the present invention, can solve this problem.
The content of the invention
In order to solve the above problems, the present invention provides a kind of a kind of dress for the clear soil of foundation trench as shown in Figure 1 to Figure 3
Put, be made up of with support means 2 clear soil facility 1；What clear soil facility 1 was operated by support means 2；Clear soil facility 1
It is made up of excavator bucket 11, digging bar 12, action bars 13, sliding shoe 14；Excavator bucket 11 be fixedly arranged at dig bar 12 lower end, dig bar 12 with
Action bars 13 is all fixedly arranged on sliding shoe 14, and support means 2 are by bar shaped pedestal 21, guide rail 22, chute
23 with the composition of crossbeam 24, guide rail 22 is fixedly arranged on bar shaped pedestal 21, and chute 23 is fixedly arranged on crossbeam 24, and is erected at and is led
On rail 22.
Excavator bucket 11 is bucket-shaped part, and the bottom lowest bid higher position of excavator bucket 11 is the mark of the cutting depth of design during work
It is high.
It is rod-like members to dig bar 12, is the supporting member of excavator bucket 11, and preferential recommendation uses diameter 45-55 millimeters of steel pipe system
Make；Under external force, can rotate or move horizontally on crossbeam 24 with sliding shoe 14.
Action bars 13 is rod-like members, and preferential recommendation uses diameter 25-50 millimeters of steel pipe manufacturing；Under external force,
Action bars 13 can be driven to be moved horizontally along crossbeam 24 or rotated around crossbeam 24 by sliding shoe 14.
Sliding shoe 14 is block parts, is the part that bar 12, action bars 13 and crossbeam 24 are dug in connection, in action bars 13
Under the external force effect that transmission comes, digging bar 12 can be driven and drive excavator bucket 11 that fortune is moved horizontally or rotated on crossbeam 24
It is dynamic.
Bar shaped pedestal 21 is to be longitudinally arranged the strip basic components on foundation trench both sides, bears the load that the transmission of guide rail 22 comes,
And pass to the ground of foundation trench both sides.
Guide rail 22 is the rod-like members being longitudinally arranged on the bar shaped pedestal 21 on foundation trench both sides, and preferential recommendation uses 10-16
Number I-steel makes；The load that the transmission of chute 23 comes is born, and passes to guide rail 22.
Groove 23 is erected on guide rail 22 and is fixedly arranged on crossbeam 24, under external force, can be driven by crossbeam 24
Clear soil facility 1 is vertically moved along foundation trench.
Crossbeam 24 is the link element being erected at by chute 23 on guide rail 22, and the whole load of clear soil facility 1 is all
Track is passed to by crossbeam 24.
The beneficial effects of the invention are as follows can entirely clear up soil more than foundation trench, foundation trench cutting depth is set to meet design requirement,
And foundation soil is not disturbed.
Brief description of the drawings
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
] the clear soil schematic device of Fig. 1 foundation trenches；
The clear soil device 1-1 profiles of Fig. 2 foundation trenches
The clear soil device floor map of Fig. 3 foundation trenches.
In figure：The clear soil facilities of 1-；11- excavator buckets；12- digs bar；13- action bars；The horizontal sliding shoes of 14-；2- support means；
21- bar shaped pedestals；22- guide rails；23- chutes；24 crossbeams.
Specific embodiment
Embodiment
Certain engineering employs the clear soil device of foundation trench as shown in Figure 1 to Figure 3, the clear soil device of foundation trench be by clear soil facility 1 and
The composition of support means 2；What clear soil facility 1 was operated by support means 2；Clear soil facility 1 by excavator bucket 11, dig bar 12,
What action bars 13, sliding shoe 14 were constituted；Excavator bucket 11 is fixedly arranged at the lower end for digging bar 12, digs bar 12 and action bars 13 is all fixedly arranged at cunning
On motion block 14, support means 2 are made up of bar shaped pedestal 21, guide rail 22, chute 23 and crossbeam 24, and guide rail 22 is fixedly arranged at bar shaped base
On seat 21, chute 23 is fixedly arranged on crossbeam 24, and is erected on guide rail 22.
Excavator bucket 11 is bucket-shaped part, and the bottom lowest bid higher position of excavator bucket 11 is the mark of the cutting depth of design during work
It is high.
It is rod-like members to dig bar 12, is the supporting member of excavator bucket 11, using 48 millimeters of steel pipe manufacturing of diameter；In external force
Under effect, can rotate or move horizontally on crossbeam 24 with sliding shoe 14.
Action bars 13 is rod-like members, using 48 millimeters of steel pipe manufacturing of diameter；Under external force, can be by sliding shoe
14 drive action bars 13 are moved horizontally along crossbeam 24 or rotated around crossbeam 24.
Sliding shoe 14 is block parts, is the part that bar 12, action bars 13 and crossbeam 24 are dug in connection, is transmitted in action bars 13
Under the external force effect for coming, digging bar 12 can be driven and drive excavator bucket 11 to be moved horizontally on crossbeam 24 or rotary motion.
Bar shaped pedestal 21 is to be longitudinally arranged the strip basic components on foundation trench both sides, bears the load that the transmission of guide rail 22 comes,
And pass to the ground of foundation trench both sides.
Guide rail 22 is the rod-like members being longitudinally arranged on the bar shaped pedestal 21 on foundation trench both sides, using No. 10 I-shaped steels
Make；The load that the transmission of chute 23 comes is born, and passes to guide rail 22.
Groove 23 is erected on guide rail 22 and is fixedly arranged on crossbeam 24, under external force, can be driven by crossbeam 24
Clear soil facility 1 is vertically moved along foundation trench.
Crossbeam 24 is the link element being erected at by chute 23 on guide rail 22, and the whole load of clear soil facility 1 is all logical
Cross crossbeam 24 and pass to track.
Claims (5)
1. a kind of for the clear native device of foundation trench, it is characterized in that, described device is made up of clear soil facility and support means；Clear soil
Facility is operated by support means；Clear soil facility is made up of excavator bucket, digging bar, action bars, sliding shoe；Excavator bucket is consolidated
Tie and digging the lower end of bar, dig bar and action bars is all fixedly arranged on sliding shoe, support means are by bar shaped pedestal, guide rail, chute and horizontal stroke
Beam composition, guide rail is fixedly arranged on bar shaped pedestal, and chute is fixedly arranged on crossbeam, and is erected on guide rail.
2. according to claim 1 a kind of for the clear native device of foundation trench, it is characterized in that, excavator bucket is bucket-shaped part, is dug
The bottom lowest bid higher position of soil bucket is the absolute altitude of the cutting depth of design；It is rod-like members to dig bar, is the supporting member of excavator bucket,
Under external force effect, can be rotated on crossbeam with sliding shoe.
3. according to claim 1 a kind of for the clear native device of foundation trench, it is characterized in that, action bars is rod-like members,
Under external force effect, action bars can be driven to be moved horizontally along crossbeam or rotated around crossbeam by sliding shoe；Sliding shoe is block
Shape part, is the part of connection digging bar, action bars and crossbeam, under the external force effect that action bars transmission comes, can drive digging bar simultaneously
Excavator bucket is driven to be moved horizontally on crossbeam or rotary motion.
4. according to claim 1 a kind of for the clear native device of foundation trench, it is characterized in that, bar shaped pedestal is to be longitudinally arranged
The strip basic components on foundation trench both sides, bear the load that guide rail transmission comes, and pass to the ground of foundation trench both sides；Guide rail is longitudinal direction
The rod-like members on the bar shaped pedestal on foundation trench both sides are arranged in, the load that chute transmission comes is born, and pass to guide rail.
5. according to claim 1 a kind of for the clear native device of foundation trench, it is characterized in that, chute is to be erected on guide rail simultaneously
It is fixedly arranged on crossbeam, under external force, by crossbeam clear soil facility can be driven to be vertically moved along foundation trench；Crossbeam is logical
The link element that chute is erected on guide rail is crossed, the whole load of clear soil facility is all to pass to track by crossbeam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510914737.9A CN106869212A (en) | 2015-12-13 | 2015-12-13 | A kind of device for the clear soil of foundation trench |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510914737.9A CN106869212A (en) | 2015-12-13 | 2015-12-13 | A kind of device for the clear soil of foundation trench |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106869212A true CN106869212A (en) | 2017-06-20 |
Family
ID=59237176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510914737.9A Pending CN106869212A (en) | 2015-12-13 | 2015-12-13 | A kind of device for the clear soil of foundation trench |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106869212A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113802627A (en) * | 2021-08-25 | 2021-12-17 | 中国一冶集团有限公司 | Excavation device and excavation method for reserved soil layer at bottom of foundation pit |
-
2015
- 2015-12-13 CN CN201510914737.9A patent/CN106869212A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113802627A (en) * | 2021-08-25 | 2021-12-17 | 中国一冶集团有限公司 | Excavation device and excavation method for reserved soil layer at bottom of foundation pit |
| CN113802627B (en) * | 2021-08-25 | 2022-08-19 | 中国一冶集团有限公司 | Excavation device and excavation method for reserved soil layer at bottom of foundation pit |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170620 |