CN104711985B - A kind of long-spiral drilling machine soil sampler - Google Patents
A kind of long-spiral drilling machine soil sampler Download PDFInfo
- Publication number
- CN104711985B CN104711985B CN201510116200.8A CN201510116200A CN104711985B CN 104711985 B CN104711985 B CN 104711985B CN 201510116200 A CN201510116200 A CN 201510116200A CN 104711985 B CN104711985 B CN 104711985B
- Authority
- CN
- China
- Prior art keywords
- oil cylinder
- pull bar
- connecting plate
- soil sampler
- soil
- 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.)
- Active
Links
Abstract
A kind of long-spiral drilling machine soil sampler, it includes oil cylinder and oil cylinder pull bar, the casing that fetches earth, clamshell gate, hole pin, cylinder lever connecting rod etc..It is characterized in that top oil cylinder for hydraulic oil pump and soil sampler attachment means and provides power for soil sampler device, soil sample barrel provides space for soil sampler other devices and accommodates the soil body, connecting plate is connected by oil cylinder pull bar with oil cylinder, in connecting plate both sides, reserving hole sets steady brace, pull bar connects top connecting plate and bottom clamshell gate and provides intermal force, clamshell gate is connected with pull bar, the soil body can be made to be fixed in soil sampler after closure.The particularly suitable long screw auger drilling deposited pile stake top that is applied to of the present invention is to the condition of construction for having emptying aperture to ground, it is therefore prevented that the residual soil body enters concrete pile body, is effectively guaranteed pile quality.
Description
Technical field
The present invention relates to a kind of new technique device fetched earth, more particularly to a kind of rig soil sampler, it is adaptable to long spire
There is the construction environment of emptying aperture on cast-in-situ bored pile stake top to ground.
Background technology
Long screw auger drilling deposited pile technique is not limited by level of ground water due to its Superfluid state concrete pumped in pile foundation,
Coefficient of friction is low, aggregate good dispersion, the characteristics of being not likely to produce isolation, and its machine of pore-forming one once completes, operates letter in addition
Just;Low noise, without friction, construction cost relative moderate compared with other construction methods.Ten are classified as by the Ministry of Construction within 2005 to push away greatly
One of wide technology.It is developed so far, long screw auger drilling deposited pile technique is widely applied in pile foundation engineering, however as applying
Work demand is continually changing, and many areas need to carry out emptying aperture construction (the non-natural ground of stake top) using long auger technique.And
There is following drawback in this construction method, during descending reinforcing cage, and the empty part residual soil body that bores can be made to enter concrete pile body, pile body is caused
Quality is reduced.
The content of the invention
Can be emptying aperture part satholith by ground to the stake top part soil body it is an object of the invention to provide a kind of device
Body takes down, so as to avoid this part soil body during descending reinforcing cage from entering in the concrete irrigated, so as to influence pile quality.
The purpose of the present invention realized by following device, long-spiral drilling machine soil sampler, for long-spiral drilling machine to be applied
The empty part residual soil body that bores of work takes down, including oil cylinder and oil cylinder pull bar, the casing that fetches earth, connecting hole pin, movable clamshell gate, and it is special
Levy and be:Top hydraulic oil pump is connected with soil sampler by top oil cylinder;Oil cylinder pull bar passes through the method for being fixed on and fetching earth on casing
Blue plate hole is connected with connecting plate, and the vertical pull bar at middle part connects the company being connected with oil cylinder pull bar respectively by upper and lower ends aperture pin
Fishplate bar, clamshell gate;Bottom clamshell gate is connected with the casing that fetches earth by macropore pin, is vertical pull bar, connecting plate inside the casing that fetches earth
Deng providing space and accommodate the soil body;The closure of clamshell gate is controlled by vertical pull bar;Lower end sets clamshell gate, grab bucket folding seam two
Side is set and connecting plate identical aperture pin, is connected with vertical pull bar;Clamshell gate both sides set macropore pin, for the casing that fetches earth
It is connected, control grab bucket folding, the flanged plate is 400~500mm of diameter circular flange plate;The long 200mm of connecting plate, it is wide
200mm, high 20mm;On the lower side in the middle part of the connecting plate to set two aperture pins being connected with vertical pull bar, connecting plate is drawn with oil cylinder
Bar uses embedded connection.
As preferred scheme, top oil cylinder is hydraulic oil pump and soil sampler attachment means, 100~150mm of diameter,
Oil pump provides power for soil sampler.
As preferred scheme, diameter 80mm, long 200mm oil cylinder pull bar are vertically connected with oil cylinder and connecting plate.
It is the vertical pull bar of strip as preferred scheme, in the middle part of soil sampler, upper end passes through connecting plate and oil cylinder pull bar
Connection, lower end is connected with clamshell gate, collectively forms the load transfer device of soil sampler.
As preferred scheme, lower end sets clamshell gate, and grab bucket folding seam both sides are set and connecting plate identical aperture pin,
It is connected with vertical pull bar;Clamshell gate both sides set macropore pin, for being connected with the casing that fetches earth, and control grab bucket folding, is soil sampler
Drawing out soil equipment.
After the completion of long auger and concrete perfusion, whole soil sampler device is put into hole, reached after specified altitude assignment,
Power is provided by hydraulic oil pump, intermal force is played by oil cylinder and the connecting plate for being fixed on oil cylinder pull bar, then pass through pull bar control
Clamshell gate closure processed, bores the part residual soil body by top sky and is mounted in soil sampler, lift soil sampler, and the soil body in soil sampler is fallen
Go out.
The present invention can empty empty part of boring and remain the soil body, it is to avoid this portion after the completion of long auger and concrete perfusion
Divide the soil body to be fallen into steel reinforcement cage decentralization process in concrete, influence pile quality.
Brief description of the drawings
Fig. 1 is soil sampler apparatus structure schematic diagram.
Accompanying drawing number title:1. oil cylinder, 2. flanged plates, 3. oil cylinder pull bars, 4. connecting plates, 5. aperture pins (1), 6. vertical drawings
Bar, 7. are fetched earth casing, 8. aperture pins (2), 9. macropore pins, 10. clamshell gates.
Embodiment
Below in conjunction with drawings and Examples, the invention will be further described.
It includes oil cylinder 1 by being connected as soil sampler device offer power with hydraulic oil pump as shown in figure, and flanged plate 2 will
Oil cylinder, which is fixed on, to be fetched earth on casing 7, and connecting plate 4 is connected by oil cylinder pull bar 3 with oil cylinder 1, and vertical pull bar 6 passes through aperture pin (1) 5
It is connected with connecting plate, clamshell gate 10 is connected by aperture pin (2) 8 with vertical pull bar 6, and clamshell gate 10 is fixed on by macropore pin 9
Fetch earth on casing 7.
After the completion of long auger, and concrete perfusion, whole soil sampler device is put into hole, specified altitude assignment is reached
Afterwards, power is provided by hydraulic oil pump, by being fixed on the oil cylinder 1 fetched earth on casing 7 by flanged plate 2 and being fixed on oil cylinder pull bar
34 intermal forces of connecting plate, then control clamshell gate 10 to close by vertical pull bar 6, top sky is bored into part residual soil body dress
Inside the casing 7 that fetches earth, soil sampler is lifted, after extracting to outside hole, the soil body in clamshell gate 10, and the casing 7 that will fetch earth is opened and pours out.
Claims (3)
1. a kind of long-spiral drilling machine soil sampler, the empty part residual soil body that bores for long-spiral drilling machine to be constructed takes down, including oil
Cylinder (1) and oil cylinder pull bar (3), flanged plate (2), connecting plate (4), the casing that fetches earth (7), vertical pull bar (6), connecting hole pin (5,8,
9), clamshell gate (10), it is characterised in that:Top hydraulic oil pump is connected with soil sampler by top oil cylinder (1), oil cylinder pull bar (3)
It is connected through flanged plate (2) hole being fixed on the casing that fetches earth (7) with connecting plate (4);The vertical pull bar (6) at middle part is above and below
Two ends aperture pin (5,8) connects connecting plate (4) and clamshell gate (10) respectively;Lower end set clamshell gate (10), clamshell gate (10) with
The casing (7) that fetches earth is connected by macropore pin (9), and the casing providing space inside that fetches earth accommodates the soil body;Controlled by vertical pull bar (6)
The closure of clamshell gate (10);The both sides of clamshell gate (10) folding seam are set and connecting plate (4) identical aperture pin (8), clamshell gate
(10) both sides set the macropore pin (9) being connected with the casing that fetches earth;The flanged plate (2) is 400~500mm of diameter circular flange
Plate;Connecting plate (4) the long 200mm, wide 200mm, high 20mm;It is on the lower side in the middle part of the connecting plate (4) that two and vertical drawing are set
The aperture pin (5) of bar (6) connection, connecting plate (4) uses embedded connection with oil cylinder pull bar (3).
2. long-spiral drilling machine soil sampler according to claim 1, it is characterised in that:Oil cylinder (1) diameter is 100
~150mm.
3. long-spiral drilling machine soil sampler according to claim 1, it is characterised in that:The oil cylinder pull bar (3) is a diameter of
80mm, a length of 200mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510116200.8A CN104711985B (en) | 2015-03-18 | 2015-03-18 | A kind of long-spiral drilling machine soil sampler |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510116200.8A CN104711985B (en) | 2015-03-18 | 2015-03-18 | A kind of long-spiral drilling machine soil sampler |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104711985A CN104711985A (en) | 2015-06-17 |
CN104711985B true CN104711985B (en) | 2017-10-10 |
Family
ID=53411677
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510116200.8A Active CN104711985B (en) | 2015-03-18 | 2015-03-18 | A kind of long-spiral drilling machine soil sampler |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104711985B (en) |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0776450B2 (en) * | 1990-11-19 | 1995-08-16 | 三谷セキサン株式会社 | Construction method of structural columns |
CN2111967U (en) * | 1992-01-19 | 1992-08-05 | 罗自强 | Static pressure geotome |
CN2742420Y (en) * | 2004-06-10 | 2005-11-23 | 陈迪华 | Sampling head |
CN103953305A (en) * | 2014-05-17 | 2014-07-30 | 安徽水利开发股份有限公司 | Gripping device for falling object in pressure-relief well |
CN204510222U (en) * | 2015-03-18 | 2015-07-29 | 北京中岩大地工程技术有限公司 | A kind of long-spiral drilling machine soil sampler |
-
2015
- 2015-03-18 CN CN201510116200.8A patent/CN104711985B/en active Active
Also Published As
Publication number | Publication date |
---|---|
CN104711985A (en) | 2015-06-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103850252B (en) | A kind of skirt-type opened reinforcing cage of hole-expanding pile | |
CN101761237A (en) | Method for constructing isolation pile for shield tunnel to go through deformation control of buildings and structures at short distance | |
CN105178861A (en) | Drilling hole enlarging mechanism | |
CN102644284A (en) | Method and device for post grouting in pile bottom | |
CN111395330A (en) | Construction method for concrete cast-in-situ bored pile complete steel casing penetrating through underground gallery | |
CN104563118A (en) | Full sleeve vibration soil sampling prefabricating pouring composite pile construction method | |
CN104711975B (en) | Construction technology for long spiral cast-in-situ bored pile | |
CN104563147A (en) | Composite structure pile foundation applied to karst area and construction method of composite structure pile foundation | |
CN108842758A (en) | Rotary digging drilling hole bored concrete pile construction method | |
CN201588236U (en) | Hydraulic grab for construction of underground continuous wall and grab machine | |
CN204510222U (en) | A kind of long-spiral drilling machine soil sampler | |
CN102444129B (en) | Movable feed hopper of tube-sinking cast-in-place pile and construction method | |
CN104711985B (en) | A kind of long-spiral drilling machine soil sampler | |
CN207944455U (en) | Remove mudcake device | |
CN104047285A (en) | Technical device and construction method for improving bearing capacity of CFG pressure pouring piles | |
CN207004431U (en) | Soft soil foundation exciting drilling device | |
CN105544551B (en) | A kind of super-long filling pile quickly transfers the construction method of steel reinforcement cage | |
CN206646482U (en) | A kind of highway engineering sampling device that fetches earth | |
CN107386353A (en) | A kind of construction method that loose-leaf system unloading soil is used by improving high-frequency vibratory hammer | |
CN208618400U (en) | A kind of horizontal tubular pole of high pre-stress applied to work transmission line | |
CN102011398B (en) | Device and method for forming high-frequency vibratory pressing displacement bored concrete pile | |
CN206385542U (en) | A kind of pile tube draws a core apparatus | |
CN104895058A (en) | Full-hydraulic static-pressure dual-pipe composite expanded bore pile machine and construction method thereof | |
CN206233243U (en) | After-teeming sizing device after a kind of stake holes | |
CN204780850U (en) | High -efficient intubate of precipitation well point pipe machine |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
CB02 | Change of applicant information |
Address after: 100041 Shijingshan District City, apple Park Avenue, No., building, Jing Jing, layer 12, 2 Applicant after: BEIJING ZHONGYAN DADI TECHNOLOGY CO., LTD. Address before: 100041 Shijingshan District City, apple Park Avenue, No., building, Jing Jing, layer 12, 2 Applicant before: Beijing Zhongyan Dadi Engineering Technology Co., Ltd. |
|
COR | Change of bibliographic data | ||
GR01 | Patent grant | ||
GR01 | Patent grant |