CN203200732U - Static pressure type soil taking device - Google Patents
Static pressure type soil taking device Download PDFInfo
- Publication number
- CN203200732U CN203200732U CN 201320195069 CN201320195069U CN203200732U CN 203200732 U CN203200732 U CN 203200732U CN 201320195069 CN201320195069 CN 201320195069 CN 201320195069 U CN201320195069 U CN 201320195069U CN 203200732 U CN203200732 U CN 203200732U
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- static pressure
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a static pressure type soil taking device which is mainly composed of a feed part, a buffering part, a guide part and a locating and stabilizing part. A single foot tread pressure cylinder (1) is arranged inside a guiding and locating sleeve (3) and is in clearance fit with the guiding and locating sleeve (3), the outer diameter of the single foot tread pressure cylinder (1) is the same with the inner diameter of the guiding and locating sleeve (3), the outer diameter of the single foot tread pressure cylinder (1) and the inner diameter of the guiding and locating sleeve (3) are equal to the outer diameter of an auxiliary knife (5) and an annular knife (6), the guiding and locating sleeve (3) is in threaded connection with a base (7), an outer thread is arranged on the guiding and locating sleeve (3), locating steel needles (4) are in threaded connection with the base (7), and four handheld supporting rod fixing nuts (8) are welded on the base (7) and are M20 nuts. The static pressure type soil taking device is simple in structure, easy and convenient to operate, and convenient to carry, and facilitates using in the actual engineering construction process.
Description
Technical field
The utility model belongs to the highway engineering construction technical field, relates to a kind of drawing out soil equipment of roadbed sandy soil, relates in particular to a kind of static pressure type drawing out soil equipment in the on-the-spot usefulness of desert area aeolian sand subgrade.
Background technology
In the highway engineering construction process, innerland, many highway approach deserts, drift-sand is continued to use as the natural materials of roadbed from ancient times, faggot road from the fifties, grade road to the eighties, and the speedway over 2000, all build up at aeolian sand subgrade, but also there is perfect not part in the detection to the drift-sand degree of compaction in work progress.The mode that fetches earth that aeolian sand subgrade is existing is pounded cutting ring in the sandy soil for the method that adopts hollow hammering looper cutter and directly to be fetched earth.The method detects the in esse problem of degree of compaction:
(1) in practice of construction detects, use the percussion of iron hammer cutting ring to be squeezed in the sand bed of compacting, extract the cutting ring sample, evaluate degree of compaction, in practical operation, find, because hammering produces effect of vibration, the interior husky sample of cutting ring is cracked, disturbance has occured in husky sample, therefore can not really reflect the density of husky base.
(2) in the operating process that takes cutting ring, because the natural wind sand is moisture few, bad adhesion, and the effect of vibration that buries of cutting ring take cutting ring with conventional instrument and leakage sand in cutting ring bottom often occurs cause and take a sample unsuccessfully, can not guarantee the success rate of taking a sample.
The utility model content
In order to overcome the defective in the detection of prior art drift-sand degree of compaction, solve the problems of the technologies described above, the utility model provides a kind of can improve certainty of measurement, reduces the static pressure type drawing out soil equipment of measure error.
Its technical scheme is as follows:
A kind of static pressure type drawing out soil equipment mainly is comprised of infeed mean, buffer unit, guiding parts, firm parts four parts in location, and described infeed mean jams on power biography cylinder by single pin and consists of; Described buffer unit is made of secondary spring; Described guiding parts is made of the guide-localization sleeve; Described positioning stablity parts are comprised of base and locating steel needle; Described single pin jams on power biography cylinder and is arranged in the guide-localization sleeve, and fit system is matched in clearance, and the external diameter that single pin jams on power biography cylinder is identical with the internal diameter of guide-localization sleeve, all equals the external diameter of secondary cutter, cutting ring; The guide-localization sleeve adopts with base and is threaded, and is provided with external screw thread at the guide-localization sleeve, and locating steel needle adopts with base and is threaded, and is welded with four hand steered support bar hold-down nuts at base, and model is the M20 nut.
Further preferred, the internal diameter 60mm of described cutting ring, high 52mm, wall thickness 1mm, volume 150cm
3
Further preferred, described secondary cutter internal diameter 60mm, wall thickness 1mm, high score are 50mm, 40mm, three kinds of models of 30mm.
Further preferred, also comprise the L-type dedicated tool, described L-type dedicated tool is comprised of 70*70mm steel disc and 150mm handle.
The beneficial effects of the utility model:
The utility model static pressure type drawing out soil equipment is simple in structure, and is easy and simple to handle, easy to carry, is convenient to the use in the Practical Project work progress;
The use of the utility model locating steel needle has increased the steadiness of drawing out soil equipment, and the pilot sleeve adjustability has guaranteed the guidance quality that cutting ring buries;
Cutting ring improves and optimizates the design with secondary cutter, has improved the steadiness of soil sample, reduces the cutting ring penetration resistance, reduce the side direction perturbation to undisturbed soil, dwindle the steadiness that the cutting ring diameter has improved soil sample, reduce the cutting ring wall thickness, the penetration resistance that has reduced cutting ring more adapts to and hydrostatic pressure condition; Reduced simultaneously the side direction perturbation influence basin to undisturbed soil, increased the cutting ring height and widened vertical representativeness, secondary cutter comprises three kinds of models, freely selects according to sampling is on-the-spot, and is easy to use.
Description of drawings
Fig. 1 is the structure chart of the utility model static pressure type drawing out soil equipment;
Fig. 2 is the utility model L-type dedicated tool sampling schematic diagram.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the technical solution of the utility model is described in more detail.
With reference to Fig. 1, a kind of static pressure type drawing out soil equipment mainly is comprised of infeed mean, buffer unit, guiding parts, firm parts four parts in location, and described infeed mean jams on power biography cylinder 1 by single pin and consists of; Described buffer unit is made of secondary spring 2; Described guiding parts is made of guide-localization sleeve 3; Described positioning stablity parts are comprised of base 7 and locating steel needle 4; Described single pin jams on power biography cylinder 1 and is arranged in the guide-localization sleeve 3, can be free to slide, and fit system is matched in clearance, and the external diameter that single pin jams on power biography cylinder 1 is identical with the internal diameter of guide-localization sleeve 3, and section equals the external diameter of secondary cutter 5, cutting ring 6; Guide-localization sleeve 3 adopts with base 7 and is threaded, and is provided with external screw thread at guide-localization sleeve 3, but the screw-in depth of free adjustment guide-localization sleeve 3 on base 7; Locating steel needle 4 adopts with base 7 and is threaded, and can determine whether install according to on-the-spot sandy soil situation.Be welded with four hand steered support bar hold-down nuts 8 at base 7, model is the M20 nut.Fixing hand steered devices such as the stay bolt of M20 or band external screw thread steel pipe, rod iron, effect is when the larger aeolian sand subgrade of degree of compaction is taken a sample, for the hand steered application of force of field sampling personnel.
The internal diameter 60mm of described cutting ring 6, high 52mm, wall thickness 1mm, volume 150cm
3Described secondary cutter 5 internal diameter 60mm, wall thickness 1mm, high score are 50mm, 40mm, three kinds of models of 30mm.
As shown in Figure 2, the utility model also comprises the L-type dedicated tool, and described L-type dedicated tool is comprised of 70*70mm steel disc and 150mm handle.
The utility model static pressure type drawing out soil equipment is to aim at the special-purpose taking soil working tool that the aeolian sand subgrade degree of compaction detects development, be applicable to drift-sand sample or the similar drift-sand sample of compacting, when concrete the application, when the detection of degree of compaction, the empty layer in drift-sand surface was shoveled the smooth compacting detection layers of exposing surface.With drawing out soil equipment perpendicular alignmnet compacting center, place steadily.Regulate abutment sleeve 3, make it and the native Surface Contact of base.The tester directly puts into guide-localization sleeve 3 with cutting ring 6.Determine whether as required to use secondary cutter 5 and model thereof.Secondary spring 2 is enclosed within pedal pressure passes on the cylinder 1, again it is positioned in the positioning and guiding sleeve 3.The single pin of testing staff steps down on the foot rest of pressure biography cylinder 1, and cutting ring 6 slowly is pressed in the basic soil.Remove drawing out soil equipment, dig pit in the cutting ring side with the L cutter and end to the cutting ring bottom, L cutter plug flat is entered the cutting ring bottom, then upwards extract the cutting ring sample.Draw together the unnecessary sample of decyclization cutter end face with drawing together cutter, the cutting ring that then overturns is drawn together the unnecessary sample in bottom surface.Use the 500g-1000g balance, take by weighing the husky sample weight of cutting ring, detect water content, calculate degree of compaction, finish the compactness test testing process.
The using method of L-type dedicated tool: in actual sampling operation process, the correct L-type dedicated tool that uses, can guarantee successfully to obtain soil sample, its method of operating is to dig pit in the cutting ring side to the cutting ring bottom, again the L-type dedicated tool is entered from the bottom plug flat, rear extraction cutting ring, at this moment blade has just sealed the cutting ring bottom surface, makes it that end leakage not occur.
The above; it only is the better specific embodiment of the utility model; protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses, the simple change of the technical scheme that can obtain apparently or equivalence are replaced and are all fallen in the protection domain of the present utility model.
Claims (4)
1. static pressure type drawing out soil equipment is characterized in that: mainly be comprised of infeed mean, buffer unit, guiding parts, firm parts four parts in location, described infeed mean jams on power by single pin and passes cylinder (1) and consist of; Described buffer unit is made of secondary spring (2); Described guiding parts is made of guide-localization sleeve (3); Described positioning stablity parts are comprised of base (7) and locating steel needle (4); Described single pin jams on power biography cylinder (1) and is arranged in the guide-localization sleeve (3), fit system is matched in clearance, the external diameter that single pin jams on power biography cylinder (1) is identical with the internal diameter of guide-localization sleeve (3), all equals the external diameter of secondary cutter (5), cutting ring (6); Guide-localization sleeve (3) adopts with base (7) and is threaded, be provided with external screw thread at guide-localization sleeve (3), locating steel needle (4) adopts with base (7) and is threaded, be welded with four hand steered support bar hold-down nuts (8) at base (7), model is the M20 nut.
2. static pressure type drawing out soil equipment according to claim 1 is characterized in that: the internal diameter 60mm of described cutting ring (6), high 52mm, wall thickness 1mm, volume 150cm
3
3. static pressure type drawing out soil equipment according to claim 1, it is characterized in that: described secondary cutter (5) internal diameter 60mm, wall thickness 1mm, high score are 50mm, 40mm, three kinds of models of 30mm.
4. static pressure type drawing out soil equipment according to claim 1, it is characterized in that: also comprise the L-type dedicated tool, described L-type dedicated tool is comprised of 70*70mm steel disc and 150mm handle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320195069 CN203200732U (en) | 2013-04-18 | 2013-04-18 | Static pressure type soil taking device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320195069 CN203200732U (en) | 2013-04-18 | 2013-04-18 | Static pressure type soil taking device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203200732U true CN203200732U (en) | 2013-09-18 |
Family
ID=49144856
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320195069 Expired - Fee Related CN203200732U (en) | 2013-04-18 | 2013-04-18 | Static pressure type soil taking device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203200732U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105910846A (en) * | 2016-06-24 | 2016-08-31 | 镇江市建科工程质量检测中心有限公司 | Soil-sampling machine for testing soil density through cutting-ring method |
| CN106522195A (en) * | 2016-12-07 | 2017-03-22 | 国家电网公司 | Tamping hammer |
-
2013
- 2013-04-18 CN CN 201320195069 patent/CN203200732U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105910846A (en) * | 2016-06-24 | 2016-08-31 | 镇江市建科工程质量检测中心有限公司 | Soil-sampling machine for testing soil density through cutting-ring method |
| CN105910846B (en) * | 2016-06-24 | 2020-02-07 | 镇江市建设工程质量检测中心有限公司 | Soil sampler for testing soil density by ring cutter method |
| CN106522195A (en) * | 2016-12-07 | 2017-03-22 | 国家电网公司 | Tamping hammer |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130918 Termination date: 20140418 |