CN206941558U - A kind of road lime soil foundation compactedness measurement sampler - Google Patents
A kind of road lime soil foundation compactedness measurement sampler Download PDFInfo
- Publication number
- CN206941558U CN206941558U CN201720700871.3U CN201720700871U CN206941558U CN 206941558 U CN206941558 U CN 206941558U CN 201720700871 U CN201720700871 U CN 201720700871U CN 206941558 U CN206941558 U CN 206941558U
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- China
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- cover plate
- rod
- soil foundation
- seat
- lime soil
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Sampling And Sample Adjustment (AREA)
Abstract
Originally it the utility model is related to a kind of lime soil foundation compactness measure sampler, in particular it is a kind of road lime soil foundation compactedness measurement sampler, timely can releases sampling sample after being sampled to grey soil layer, then equipment is simpler, and operation is more convenient.Sampling is put provided with multiple tooth mouth and arc-shaped through-hole；Ejector dozer is connected with bulldozing rod, and ejector dozer is located at the lower end of bulldozing rod, bulldozing rod is connected with rotating seat, cover plate is connected with sampling set, and cover plate is positioned at the upper end of sampling set, fixed seat is rotated with cover plate to be connected, and fixed seating is rotated in the upper end of cover plate, rotating bar is connected with rotating fixed seat, rotating bar is connected with hand rod, and rotating bar is located at the lower end of hand rod, gum cover is connected with hand rod, swingle is connected with bulldozing rod, and swingle is located at the upper end of bulldozing rod, rotating seat is connected with cover plate, and turning seat is in the upper end of cover plate.
Description
Technical field
A kind of lime soil foundation compactness measure sampler is the utility model is related to, is in particular a kind of highway dirt
Compactness of subbase determines sampler.
Background technology
One layer of dirt can be all covered with the roadbed in highway construction at present, while can just be carried out down after dirt is compacted
Procedure, need to carry out it compactness measure after dirt compacting, the sampling method of conventional highway lime soil foundation compactness is people
Work draws 100mm or 150mm circle in dirt aspect, then the artificial circumference used with instruments such as hammer, screwdriver, flat chisels in delimitation
The deep cylindrical holes of a 200mm are inside excavated, compactness measure are carried out to the soil ash taken out from hole, this sampling mode not only takes
When laborious, and operating difficulties, easily there is the nonstandard thief hole of shape, sampling effect is poor, and prohibited data detection is true, and existing
Some sampling equipments are not easy to release to the native ash after sampling so that and sampling material stacking is in sampler, and equipment is larger,
It is not easy to operate, so designing a kind of road lime soil foundation compactedness measurement sampler.
The content of the invention
The utility model, can mainly solving the technical problems that provide a kind of road lime soil foundation compactedness measurement sampler
After being sampled to grey soil layer, timely to release sampling sample, then equipment is simpler, and operation is more convenient.
In order to solve the above technical problems, a kind of lime soil foundation compactness measure sampler is the utility model is related to, more
Saying for body is a kind of road lime soil foundation compactedness measurement sampler, including sampling set, ejector dozer, bulldozing rod, cover plate, rotation are admittedly
Reservation, rotating bar, gum cover, hand rod, swingle and rotating seat, it can will timely sample sample after being sampled to grey soil layer
Release, then equipment is simpler, and operation is more convenient.
Sampling is put provided with multiple tooth mouth and arc-shaped through-hole；
Ejector dozer is connected with bulldozing rod, and ejector dozer is located at the lower end of bulldozing rod, and bulldozing rod is connected with rotating seat, lid
Plate is connected with sampling set, and cover plate rotates fixed seat and be connected with cover plate, and rotate fixed seating positioned at the upper end of sampling set
In the upper end of cover plate, rotating bar is connected with rotating fixed seat, and rotating bar is connected with hand rod, and rotating bar is located at hand rod
Lower end, gum cover is connected with hand rod, and swingle is connected with bulldozing rod, and swingle is located at the upper end of bulldozing rod, rotation
Seat is connected with cover plate, and turning seat is in the upper end of cover plate.
As the further optimization of the technical program, a kind of road lime soil foundation compactedness measurement sampler of the utility model
Described sampling set, ejector dozer, bulldozing rod, cover plate and rotating seat concentrically line.
As the further optimization of the technical program, a kind of road lime soil foundation compactedness measurement sampler of the utility model
Described ejector dozer and the connected mode of bulldozing rod are welding.
As the further optimization of the technical program, a kind of road lime soil foundation compactedness measurement sampler of the utility model
Described bulldozing rod is to be threadedly coupled with the connected mode of rotating seat.
As the further optimization of the technical program, a kind of road lime soil foundation compactedness measurement sampler of the utility model
Axial line of the axial line of described rotating bar perpendicular to hand rod.
As the further optimization of the technical program, a kind of road lime soil foundation compactedness measurement sampler of the utility model
The material of described gum cover is rubber or silica gel.
As the further optimization of the technical program, a kind of road lime soil foundation compactedness measurement sampler of the utility model
The axial line of described rotating seat and the axial line of fixed seat are generally aligned in the same plane.
A kind of road lime soil foundation compactedness measurement sampler of the utility model has the beneficial effect that：
A kind of road lime soil foundation compactedness measurement sampler of the utility model, can be after sampling, in time to grey soil layer
Will sampling sample release, then equipment is simpler, operation it is more convenient.
Brief description of the drawings
The utility model is described in more detail with specific implementation method below in conjunction with the accompanying drawings.
Fig. 1 is a kind of structural representation of road lime soil foundation compactedness measurement sampler of the utility model.
In figure：Sampling set 1；Multiple tooth mouth 1-1；Arc-shaped through-hole 1-2；Ejector dozer 2；Bulldozing rod 3；Cover plate 4；Rotate fixed seat 5；
Rotating bar 6；Gum cover 7；Hand rod 8；Swingle 9；Rotating seat 10.
Embodiment
Embodiment one：
Illustrate present embodiment with reference to Fig. 1, the utility model is related to a kind of lime soil foundation compactness measure sampling dress
Put, be in particular a kind of road lime soil foundation compactedness measurement sampler, including sampling set 1, ejector dozer 2, bulldozing rod 3,
Cover plate 4, fixed seat 5, rotating bar 6, gum cover 7, hand rod 8, swingle 9 and rotating seat 10 are rotated, can be sampled to grey soil layer
Afterwards, timely sampling sample is released, then equipment is simpler, and operation is more convenient.
The effect that sampling set 1 is provided with multiple tooth mouth 1-1 and arc-shaped through-hole 1-2, multiple tooth mouth 1-1 is called out for convenience of face over the ground
Wake up and cut, fast sampling, arc-shaped through-hole 1-2 effect is in order to which in sampling, emptying samples gas in set 1；
Ejector dozer 2 is connected with bulldozing rod 3, and the connected mode of ejector dozer 2 and bulldozing rod 3 is welding, and ejector dozer 2 is located at
The lower end of bulldozing rod 3, bulldozing rod 3 are connected with rotating seat 10, and bulldozing rod 3 is to be threadedly coupled with the connected mode of rotating seat 10,
Cover plate 4 is connected with sampling set 1, and the connected mode that cover plate 4 covers 1 with sampling is welding, and cover plate 4 covers 1 upper end positioned at sampling,
Rotate fixed seat 5 with cover plate 4 to be connected, the connected mode for rotating fixed seat 5 and cover plate 4 is welding, and rotates fixed seat 5 and be located at
The upper end of cover plate 4, rotating bar 6 are connected with rotating fixed seat 5, and rotating bar 6 is the company of contact with the connected mode for rotating fixed seat 5
Connect, rotating bar 6, which is inserted in, to be rotated in fixed seat 5, and rotating bar 6 is connected with hand rod 8, rotating bar 6 and the connected mode of hand rod 8
To weld, and rotating bar 6 is located at the lower end of hand rod 8, and gum cover 7 is connected with hand rod 8, the connection side of gum cover 7 and hand rod 8
Formula is bonding, and swingle 9 is connected with bulldozing rod 3, and the connected mode of swingle 9 and bulldozing rod 3 is to weld, and swingle 9
In the upper end of bulldozing rod 3, rotating seat 10 is connected with cover plate 4, and the connected mode of rotating seat 10 and cover plate 4 is welding, and is rotated
Seat 10 is located at the upper end of cover plate 4.
Embodiment two：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, and described takes
Sample covers 1, ejector dozer 2, bulldozing rod 3, cover plate 4 and rotating seat 10 concentrically line.
Embodiment three：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, and described pushes away
The connected mode of native plate 2 and bulldozing rod 3 is welding.
Embodiment four：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, and described pushes away
Native bar 3 is to be threadedly coupled with the connected mode of rotating seat 10.
Embodiment five：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, and described turns
Axial line of the axial line of lever 6 perpendicular to hand rod 8.
Embodiment six：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, described glue
The material of set 7 is rubber or silica gel.
Embodiment seven：
Illustrate present embodiment with reference to Fig. 1, present embodiment is described further to embodiment one, described rotation
The axial line of transposase 11 0 and the axial line of fixed seat 5 are generally aligned in the same plane.
Operation principle：Two of operator are held on gum cover 7, make the axial line of sampling set 1 perpendicular to ground, twisting
Hand rod 8 so that while sampling 1 circumgyration incision ground of set, palm firmly pushes with strength so that sample is located in sampling set 1,
After sampling, the connector of rotating bar 6, gum cover 7 and hand rod 8 is taken away, rotate swingle 9, effect of the ejector dozer 2 in swingle 9
Lower motion, sample is released out of sampling set 1.
Certainly, described above is not limitation of the utility model, and the utility model is also not limited to the example above, this skill
The variations, modifications, additions or substitutions that the those of ordinary skill in art field is made in essential scope of the present utility model, also belong to
In the scope of protection of the utility model.
Claims (7)
1. a kind of road lime soil foundation compactedness measurement sampler, including sampling set（1）, ejector dozer（2）, bulldozing rod（3）, cover plate
（4）, rotate fixed seat（5）, rotating bar（6）, gum cover（7）, hand rod（8）, swingle（9）And rotating seat（10）, its feature exists
In：Sampling set（1）It is provided with multiple tooth mouth（1-1）And arc-shaped through-hole（1-2）；
Ejector dozer（2）With bulldozing rod（3）It is connected, and ejector dozer（2）Positioned at bulldozing rod（3）Lower end, bulldozing rod（3）With rotation
Seat（10）It is connected, cover plate（4）Covered with sampling（1）It is connected, and cover plate（4）Covered positioned at sampling（1）Upper end, rotate fixed seat
（5）With cover plate（4）It is connected, and rotates fixed seat（5）Positioned at cover plate（4）Upper end, rotating bar（6）With rotating fixed seat（5）
It is connected, rotating bar（6）With hand rod（8）It is connected, and rotating bar（6）Positioned at hand rod（8）Lower end, gum cover（7）With hand
Handrail（8）It is connected, swingle（9）With bulldozing rod（3）It is connected, and swingle（9）Positioned at bulldozing rod（3）Upper end, rotation
Seat（10）With cover plate（4）It is connected, and rotating seat（10）Positioned at cover plate（4）Upper end.
A kind of 2. road lime soil foundation compactedness measurement sampler according to claim 1, it is characterised in that：Described takes
Sample set（1）, ejector dozer（2）, bulldozing rod（3）, cover plate（4）And rotating seat（10）Concentrically line.
A kind of 3. road lime soil foundation compactedness measurement sampler according to claim 1, it is characterised in that：Described pushes away
Native plate（2）With bulldozing rod（3）Connected mode for welding.
A kind of 4. road lime soil foundation compactedness measurement sampler according to claim 1, it is characterised in that：Described pushes away
Native bar（3）With rotating seat（10）Connected mode for threaded connection.
A kind of 5. road lime soil foundation compactedness measurement sampler according to claim 1, it is characterised in that：Described turns
Lever（6）Axial line perpendicular to hand rod（8）Axial line.
A kind of 6. road lime soil foundation compactedness measurement sampler according to claim 1, it is characterised in that：Described glue
Set（7）Material be rubber or silica gel.
A kind of 7. road lime soil foundation compactedness measurement sampler according to claim 1, it is characterised in that：Described rotation
Swivel base（10）Axial line and fixed seat（5）Axial line be generally aligned in the same plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720700871.3U CN206941558U (en) | 2017-06-16 | 2017-06-16 | A kind of road lime soil foundation compactedness measurement sampler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720700871.3U CN206941558U (en) | 2017-06-16 | 2017-06-16 | A kind of road lime soil foundation compactedness measurement sampler |
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| Publication Number | Publication Date |
|---|---|
| CN206941558U true CN206941558U (en) | 2018-01-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720700871.3U Expired - Fee Related CN206941558U (en) | 2017-06-16 | 2017-06-16 | A kind of road lime soil foundation compactedness measurement sampler |
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| CF01 | Termination of patent right due to non-payment of annual fee |