CN206957581U - A kind of excavation of foundation pit device - Google Patents
A kind of excavation of foundation pit device Download PDFInfo
- Publication number
- CN206957581U CN206957581U CN201720949762.5U CN201720949762U CN206957581U CN 206957581 U CN206957581 U CN 206957581U CN 201720949762 U CN201720949762 U CN 201720949762U CN 206957581 U CN206957581 U CN 206957581U
- Authority
- CN
- China
- Prior art keywords
- excavation
- rig
- foundation pit
- ribbon conveyer
- roller
- 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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- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model provides a kind of excavation of foundation pit device, including base, hydraulic stem and rig, and hydraulic stem is vertically arranged in base top, and rig is arranged on hydraulic stem top, the drill bit keep level of rig, and base lower end sets wheel.Carry out boring soil by rig, more quickly foundation ditch can be excavated, and can accurately judge the amount excavated, it is ensured that will not backbreak by controlling the amount of feeding of drill bit.In preferable scheme, the first ribbon conveyer and lifting device of setting, the soil of excavation can be transported, it is not necessary to conveying arrangement is set again, realizes the pipelining of excavation and the transport of foundation ditch, efficiency of construction is high.
Description
Technical field
The utility model belongs to civil construction field, more particularly to a kind of excavation of foundation pit device.
Background technology
For architectural engineering, need to carry out the construction on basis before building constructions, and the construction on basis needs to open
Foundation ditch is dug to realize.In existing technology, excavation of foundation pit is still manually or middle-size and small-size excavator is realized, this digging
Pick machine or hand excavation, it is not easy to control the flatness of excavation, often backbreak or dig less, be construction work on the other hand
Phase is long, and traditional digging mode needs to transport substantial amounts of excavation earth material, it is necessary to which artificial or excavator constantly comes and goes fortune
It is defeated, take time and effort.And excavated for the harder foundation ditch of some soil properties, the speed of excavator or hand digging can all receive
Limitation.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of excavation of foundation pit device, can accurately judge to excavate
Amount, it is ensured that will not backbreak, can control the excavation flatness of foundation ditch, and can, which is enough realized, to be excavated and the flowing water of transport earth material is turned into
Industry, saves the duration of construction, while improves the quality of construction, practical and convenient, easy to spread.
In order to solve the above technical problems, technical scheme is used by the utility model:A kind of excavation of foundation pit device, bag
Base, hydraulic stem and rig are included, hydraulic stem is vertically arranged in base top, and rig is arranged on hydraulic stem top, the drill bit of rig
Keep level, base lower end set wheel.
In preferable scheme, the first ribbon conveyer, the conveying skin of first ribbon conveyer are set on the base
Band is arranged on the lower section of rig.
In further scheme, including four lifting devices and lifting flat board, the lifting device are arranged on base, carried
Rising device includes hoisting frame, the first roller, second tin roller and belt, and the rotating shaft of the first roller and second tin roller is installed by bearing
On hoisting frame, the roller of motor driven first is rotated, and belt is wrapped on the first roller and second tin roller, and the is set on the inside of belt
One engaging tooth, the first roller and second tin roller outer surface set the second engaging tooth, and the first engaging tooth and the second engaging tooth engage, and four
Connection lifting flat board between the belt of individual lifting device.
In further scheme, described lifted sets the second ribbon conveyer on flat board, earth material is defeated by the first belt
Machine is sent to be delivered on the second ribbon conveyer belt conveyor.
In further scheme, in addition to the 3rd ribbon conveyer, the 3rd ribbon conveyer are arranged on foundation ditch top
Hold on the soil body, earth material is delivered on the 3rd ribbon conveyer belt conveyor by the second ribbon conveyer.
In preferable scheme, the end of the drill bit is square.
In preferable scheme, the wheel is universal wheel.
In preferable scheme, the rig quantity is multiple.
A kind of excavation of foundation pit device provided by the utility model, carry out boring soil by rig, can be more quickly to base
Hole is excavated, and can accurately judge the amount excavated, it is ensured that will not backbreak by controlling the amount of feeding of drill bit.
In preferable scheme, the first ribbon conveyer and lifting device of setting, can transport the soil of excavation, it is not necessary to which transport is set again
Device, realize the pipelining of excavation and the transport of foundation ditch, efficiency of construction height.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples：
Fig. 1 is overall structure diagram of the present utility model.
Fig. 2 is top view of the present utility model.
Fig. 3 is the structural representation of lifting device of the present utility model.
In figure：Base 1, hydraulic stem 2, rig 3, wheel 4, the first ribbon conveyer 5, lifting device 6, flat board 7 is lifted, the
Two ribbon conveyers 8, the 3rd ribbon conveyer 9, drill bit 301, hoisting frame 601, the first roller 602, second tin roller 603, belt
604, the first engaging tooth 605, rotating shaft 606, motor 607, the second engaging tooth 608.
Embodiment
In Fig. 1, a kind of excavation of foundation pit device, including base 1, hydraulic stem 2 and rig 3, hydraulic stem 2 are vertically arranged in bottom
1 top of seat, rig 3 are arranged on the top of hydraulic stem 2, the keep level of drill bit 301 of rig 3, and the lower end of base 1 sets wheel 4.
First ribbon conveyer 5 is set on the base 1, and the belt conveyor of first ribbon conveyer 5 is arranged on brill
The lower section of machine 3.
In Fig. 2 ~ 3, including four lifting devices 6 and lifting flat board 7, the lifting device 6 are arranged on base 1, carried
Rising device 6 includes hoisting frame 601, the first roller 602, second tin roller 603 and belt 604, the first roller 602 and second tin roller
603 rotating shaft 606 is arranged on hoisting frame 601 by bearing, and the first roller of motor driven 602 rotates, and belt 604 is wrapped in the
On one roller 602 and second tin roller 603, the inner side of belt 604 sets the first engaging tooth 605, the first roller 602 and second tin roller
603 outer surfaces set the second engaging tooth 608, and the first engaging tooth 605 and the second engaging tooth 608 engage, the skin of four lifting devices 6
Connection lifting flat board 7 between band 604.
Second ribbon conveyer 8 is set on the lifting flat board 7, belt conveyor one end of the second ribbon conveyer 8 can be with
It is in contact with belt conveyor one end of the first ribbon conveyer 5.
Also include the 3rd ribbon conveyer 9, the 3rd ribbon conveyer 9 is arranged on the soil body of foundation ditch top, the 3rd band
Belt conveyor one end of formula conveyer 8 can be in contact with belt conveyor one end of the second ribbon conveyer 8.
The end of the drill bit 301 is square.It can ensure the flatness of foundation ditch wall, and increase drill bit and the soil body
Contact area, efficiency comparison are high.
The wheel 4 is universal wheel.
The quantity of rig 3 is multiple.The a rate of advance of whole device is lifted, three can be set on a horizontal plane
It is individual.
When specifically used, it is necessary first to excavate the foundation ditch that can accommodate an excavating device hole, excavating device will be hung in
Foundation ditch hole；The height of hydraulic stem 2 is adjusted to correct position, then starts rig 3, makes the high speed rotary advanced movement of drill bit 301, quilt
Earth material under boring falls into the first ribbon conveyer 5；Start lifting device 6, the second ribbon conveyer 8 is dropped to the first belt defeated
After sending below the height of machine 5, lifting device 6 out of service, start the first ribbon conveyer 5 and the second ribbon conveyer 8, by earth material
On transport to the belt of the second ribbon conveyer 8, after filling earth material on the belt of the second ribbon conveyer 8, the first belt conveying is closed
The ribbon conveyer 8 of machine 5 and second；Being again started up lifting device 6 makes the second ribbon conveyer 8 rise to the 3rd ribbon conveyer 9
More than height, start the second ribbon conveyer 8 and the earth material of excavation be transported to suitable place by the 3rd ribbon conveyer 9,
It is repeated in.Realize the continuous productive process of excavation of foundation pit, it is possible to increase construction quality and shortening construction period.
The above embodiments are only optimal technical scheme of the present utility model, and are not construed as limit of the present utility model
System, the technical scheme that the scope of protection of the utility model should be recorded with claim, including the technical scheme that claim is recorded
The equivalents of middle technical characteristic are protection domain.Equivalent substitution i.e. within this range is improved, also in the utility model
Protection domain within.
Claims (8)
- A kind of 1. excavation of foundation pit device, it is characterised in that：Including base（1）, hydraulic stem（2）And rig（3）, hydraulic stem（2）It is perpendicular Directly it is arranged on base（1）Top, rig（3）Installed in hydraulic stem（2）Top, rig（3）Drill bit（301）Keep level, bottom Seat（1）Lower end sets wheel（4）.
- A kind of 2. excavation of foundation pit device according to claim 1, it is characterised in that：The base（1）Upper setting first band Formula conveyer（5）, first ribbon conveyer（5）Belt conveyor be arranged on rig（3）Lower section.
- A kind of 3. excavation of foundation pit device according to claim 2, it is characterised in that：Including four lifting devices（6）With carry Peaceful plate（7）, the lifting device（6）It is arranged on base（1）On, lifting device（6）Including hoisting frame（601）, the first roller （602）, second tin roller（603）And belt（604）, the first roller（602）And second tin roller（603）Rotating shaft（606）Pass through axle Hold and be arranged on hoisting frame（601）On, motor（607）Drive the first roller（602）Rotate, belt（604）It is wrapped in the first roller （602）And second tin roller（603）On, belt（604）Inner side sets the first engaging tooth（605）, the first roller（602）With the second rolling Cylinder（603）Outer surface sets the second engaging tooth（608）, the first engaging tooth（605）With the second engaging tooth（608）Engagement, four carry Rise device（6）Belt（604）Between connection lifting flat board（7）.
- A kind of 4. excavation of foundation pit device according to claim 3, it is characterised in that：The lifting flat board（7）It is upper to set the Two ribbon conveyers（8）, earth material passes through the first ribbon conveyer（5）It is delivered to the second ribbon conveyer（8）On belt conveyor.
- A kind of 5. excavation of foundation pit device according to claim 4, it is characterised in that：Also include the 3rd ribbon conveyer（9）, 3rd ribbon conveyer（9）On the soil body of foundation ditch top, earth material passes through the second ribbon conveyer（8）It is delivered to the 3rd Ribbon conveyer（9）On belt conveyor.
- A kind of 6. excavation of foundation pit device according to claim 1, it is characterised in that：The drill bit（301）End for side Shape.
- A kind of 7. excavation of foundation pit device according to claim 1, it is characterised in that：The wheel（4）For universal wheel.
- A kind of 8. excavation of foundation pit device according to claim 1, it is characterised in that：The rig（3）Quantity is multiple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720949762.5U CN206957581U (en) | 2017-08-01 | 2017-08-01 | A kind of excavation of foundation pit device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720949762.5U CN206957581U (en) | 2017-08-01 | 2017-08-01 | A kind of excavation of foundation pit device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206957581U true CN206957581U (en) | 2018-02-02 |
Family
ID=61380293
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720949762.5U Expired - Fee Related CN206957581U (en) | 2017-08-01 | 2017-08-01 | A kind of excavation of foundation pit device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206957581U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385757A (en) * | 2018-05-27 | 2018-08-10 | 辽宁科技学院 | A kind of Extended chemotherapy excavation of foundation pit device |
-
2017
- 2017-08-01 CN CN201720949762.5U patent/CN206957581U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385757A (en) * | 2018-05-27 | 2018-08-10 | 辽宁科技学院 | A kind of Extended chemotherapy excavation of foundation pit device |
| CN108385757B (en) * | 2018-05-27 | 2023-08-22 | 辽宁科技学院 | Excavation device for expanding foundation pit |
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Legal Events
| 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: 20180202 Termination date: 20180801 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |