CN211113573U - Sampling soil breaking and pore forming device - Google Patents
Sampling soil breaking and pore forming device Download PDFInfo
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- CN211113573U CN211113573U CN201921870523.6U CN201921870523U CN211113573U CN 211113573 U CN211113573 U CN 211113573U CN 201921870523 U CN201921870523 U CN 201921870523U CN 211113573 U CN211113573 U CN 211113573U
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Abstract
The utility model discloses a sampling, soil breaking and pore forming device, which comprises a hydraulic power device, a hydraulic telescopic rod, a protective cylinder, a cutting ring, a soil breaking cone and a pore forming cylinder; the hydraulic telescopic rod is connected with a hydraulic power device and penetrates into the protective cylinder from the top of the protective cylinder; an internal threaded hole is formed in the output end of the hydraulic telescopic rod; the output end of the hydraulic telescopic rod is connected with a cutting ring, a soil breaking cone or a hole forming cylinder; the top of the cutting ring is provided with a connecting plate, and the cutting ring is connected with the output end of the hydraulic telescopic rod through the connecting plate; the soil breaking cone and the hole forming cylinder are connected with the lower end of the hydraulic telescopic rod through threaded connecting rods; a circular ring is arranged on the outer side of the protective cylinder; the device integrates three functions, the lifting of the hydraulic telescopic rod is controlled by a hydraulic power device, and a cutting ring, a soil breaking cone or a hole forming cylinder can be detachably connected at the lower end of the device respectively; the circular ring outside the pile casing can be used as the reference for judging whether the pile casing is vertically inserted into the soil body, so that the deviation is avoided, and the hydraulic pressure is used as power to effectively improve the sampling, soil breaking and hole forming efficiency.
Description
Technical Field
The utility model belongs to geotechnique model test device field, concretely relates to broken soil pore-forming device of sample.
Background
The geotechnical centrifugal model test is a test technique for researching engineering properties by simulating gravity by using centrifugal force provided by a centrifugal machine, proportionally reducing the geometric shape of a prototype according to a similar criterion, and making a model by using soil bodies with the same physical properties to make the stress state of the model in a centrifugal force field consistent with that of the prototype in a gravity field, and is a means for solving the practical engineering problems and theoretical research. The geotechnical model test is used for simulating the stress, deformation and damage of the prototype geotechnical structure, verifying the design scheme, researching material parameters, verifying a mathematical model and analyzing and calculating numerical values, and is widely applied to the field of geotechnical engineering.
The model test process comprises the steps of boxing and disassembling the soil, determining some physical properties of the soil, punching holes in the soil layer and embedding experimental devices and the like. The test for measuring the shear strength of soil in the test is a direct shear test, generally, the soil is directly sampled in a soil layer of a model box after the model test is finished, and a tamping hammer is used for driving a circular cutter into the soil layer for sampling. In some model testing processes, stake-related tests are performed, such as: in a certain project, a road surface needs to be widened, a roadbed adopts a pile foundation, and the influence of a new pile on an old pile needs to be researched. In the experimental process, one pile needs to be driven to carry out the experiment, and the pile is an old pile. The soil compaction degree after the experiment is very high, and the embedded new pile needs to be punched, and the punching difficulty is higher and the inclination is easy and the accuracy is not high by using manpower at the moment. In addition, after the test is finished, the box is usually disassembled, the soil is taken out of the model box, then the follow-up work is carried out, the next test is reserved for standby application, the soil is generally broken through manpower, the soil is slowly cleaned, time and labor are wasted, and the efficiency is not high.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem that exists among the prior art, the utility model discloses a broken ground pore-forming device of sample changes the part and can realize broken ground, sample and pore-forming, convenient to use, the pore-forming quality is high moreover.
The novel device integrating three functions is used for completing the complicated and repeated work of sampling, breaking soil, forming holes and the like.
In order to achieve the purpose, the utility model adopts the technical scheme that the sampling, soil breaking and hole forming device comprises a hydraulic power device, a hydraulic telescopic rod, a pile casing, a cutting ring, a soil breaking cone and a hole forming cylinder; the input end of the hydraulic telescopic rod is connected with the output end of the hydraulic power device, and the hydraulic telescopic rod penetrates through the pile casing and is connected with the top of the pile casing; an internal threaded hole is formed in the output end of the hydraulic telescopic rod; the output end of the hydraulic telescopic rod is connected with a cutting ring, a soil breaking cone or a hole forming cylinder; the top of the cutting ring is provided with a connecting plate, and the cutting ring is connected with the output end of the hydraulic telescopic rod through the connecting plate; the soil breaking cone and the hole forming cylinder are connected with the lower end of the hydraulic telescopic rod through threaded connecting rods; the outside of protecting a section of thick bamboo is provided with the ring, and the axis of protecting a section of thick bamboo is perpendicular to the ring.
The bottom surface of the connecting plate is provided with a plurality of clamping bolts along the circumferential direction, nuts of the clamping bolts are fixedly connected with the bottom surface of the connecting plate, and the cutting ring is arranged in the middle of the clamping bolts.
And a connecting hole is formed in the center of the connecting plate, and a connecting bolt penetrates through the connecting hole and an internal threaded hole at the output end of the hydraulic telescopic rod.
And a threaded connecting hole is formed in the center of the connecting plate, and a double-threaded screw is arranged between the threaded connecting hole and an internal threaded hole at the output end of the hydraulic telescopic rod.
The broken soil awl includes a plurality of parallel arrangement's iron awl, the top of iron awl sets up connection member or connection pad, the one end of connecting the member is connected with the top of iron awl, and the equal connecting thread rod of the other end, the bottom surface of connection pad and the top of iron awl are connected, and the top surface of connection pad sets up threaded connection pole, threaded connection pole's top sets up the external screw thread, and threaded connection pole is connected with the internal thread hole of hydraulic telescoping rod output.
The bottom end of the protective cylinder is provided with a protective cylinder cutting edge.
The lower end of the hole forming cylinder is provided with a blade foot.
Two gradienters are arranged on the upper surface of the circular ring, and an included angle is formed between the two gradienters.
Compared with the prior art, the utility model discloses following beneficial effect has at least:
the utility model integrates three functions, controls the lifting of the hydraulic telescopic rod through the hydraulic power device, and can respectively disassemble and connect the cutting ring, the soil breaking cone or the pore forming cylinder at the lower end of the device; pressing the cutting ring into the soil through hydraulic power, and taking out the cutting ring and the soil sample together after soil sampling is finished; the cutting ring sampling is more convenient, the damage to the sample to be detected is less, the disturbance to the undisturbed soil is less, and the soil sample can be obtained from any position in the model box; inserting the soil breaking cone into the soil layer through a hydraulic power through a hydraulic telescopic rod to crack the soil layer; the outer side of the pile casing is provided with the circular ring, so that the pile casing is vertical when downward pressure is applied, the pore-forming cylinder is pressed into a soil body, when the pore-forming cylinder is pulled out, the soil body in the cylinder is pulled out along with the pore-forming cylinder to obtain a required pile hole, the influence on the surrounding soil body is small, the hole wall is smooth, the hole is not inclined, and a pile body is conveniently put in the pile hole; the hydraulic pressure is adopted as power to effectively improve the sampling, soil breaking and hole forming efficiency.
Furthermore, the cutting ring is fixed on a steel plate at the lower end of the connecting rod through a plurality of clamping bolts, and meanwhile, the connecting rod is connected with the lower end of the hydraulic press, so that the cutting rings with different diameters can be replaced.
Furthermore, pile holes can be formed according to different requirements by adopting the hole forming cylinders with different sizes,
furthermore, the lower end of the pore-forming cylinder is provided with a blade foot, so that the pore-forming cylinder can conveniently penetrate into soil.
Drawings
Fig. 1 is an overall schematic diagram of a cutting ring sampling device.
FIG. 2 is a schematic sectional view taken along the plane A-A in FIG. 1.
FIG. 3 is a schematic sectional view taken along the plane B-B in FIG. 1.
Fig. 4 is an overall schematic diagram of the ground breaking device.
Fig. 5 is an enlarged view of the ground breaking cone.
FIG. 6 is a schematic cross-sectional view taken along plane C-C of FIG. 4.
FIG. 7 is a schematic view of a pore-forming apparatus.
FIG. 8 is a schematic view of a pore-forming cartridge of various pore sizes.
Fig. 9 is a cross-sectional view taken along plane D-D of fig. 7.
In the attached drawing, 1-a hydraulic device, 2-a connecting rod, 3-a clamping bolt, 4-a cutting ring, 5-a protective cylinder cutting edge, 6-a protective cylinder, 7-a ground breaking cone and 8-a hole forming cylinder.
Detailed Description
The present invention will be described in detail with reference to the following embodiments and accompanying drawings.
Referring to fig. 1 to 3, a sampling soil breaking and hole forming device comprises a hydraulic power device 1, a hydraulic telescopic rod, a protective cylinder 6, a cutting ring 4, a soil breaking cone 7 and a hole forming cylinder 8; the input end of the hydraulic telescopic rod is connected with the output end of the hydraulic power device 1, and the hydraulic telescopic rod penetrates through the protective cylinder 6 and is connected with the top of the protective cylinder 6; an internal threaded hole is formed in the output end of the hydraulic telescopic rod; the output end of the hydraulic telescopic rod is connected with the cutting ring 4, the soil breaking cone 7 or the pore-forming cylinder 8; the top of the cutting ring 4 is provided with a connecting plate, and the cutting ring 4 is connected with the output end of the hydraulic telescopic rod through the connecting plate; the soil breaking cone 7 and the hole forming cylinder 8 are both connected with the output end of the hydraulic telescopic rod through a threaded connecting rod; a plurality of clamping bolts 3 are arranged on the bottom surface of the connecting plate along the circumferential direction, nuts of the clamping bolts 3 are fixedly connected with the bottom surface of the connecting plate, and a cutting ring 4 is arranged in the middle of the clamping bolts 3;
as shown in fig. 5 and 6, the soil breaking awl 7 comprises a plurality of parallel arrangement iron cones, the top of the iron cone is provided with a connecting rod piece or a connecting disc, one end of the connecting rod piece is connected with the top end of the iron cone, the other end of the connecting rod piece is connected with a threaded connecting rod, the bottom surface of the connecting disc is connected with the top end of the iron cone, the top surface of the connecting disc is provided with a threaded connecting rod, the top of the threaded connecting rod is provided with an external thread, and the threaded connecting rod is connected with an internal thread hole of the.
As an optional embodiment, the center of the connecting plate is provided with a connecting hole, and a connecting bolt penetrates through the connecting hole and an internal threaded hole at the output end of the hydraulic telescopic rod.
And a threaded connecting hole is formed in the center of the connecting plate, and a double-threaded screw is arranged between the threaded connecting hole and an internal threaded hole at the output end of the hydraulic telescopic rod.
As shown in fig. 1 and 4, a casing blade foot 5 is provided at the bottom end of the casing 6.
The diameters of the pore-forming cylinder 8 are respectively 30mm, 60mm and 90 mm.
As shown in fig. 7 and 8, a threaded connecting rod is arranged at the top of the hole forming cylinder 8 and is connected with the output end of the hydraulic telescopic rod through the threaded connecting rod; the lower end of the hole forming cylinder 8 is provided with a blade foot.
The specific use mode is as follows:
cutting ring sampling device: the lower end of the hydraulic device 1 is connected with a steel plate through a connecting rod 2, four clamping bolts 3 are arranged around the steel plate, a cutting ring 4 is placed in gaps of the four clamping bolts 3, then the clamping bolts 3 are adjusted to firmly fix the cutting ring 4, and the clamping bolts 3 can also meet the requirements of the cutting rings 4 with different calibers, so that soil samples with different sizes can be obtained. The hydraulic power device 1 is used for providing power, the cutting ring 4 slowly enters the soil body along with the clamping bolt 3 under the action of the hydraulic power device 1, after the required depth is reached, the whole cutting ring 4 is filled with a soil sample, then the cutting ring 4 is lifted up by the power provided by the hydraulic power device 1 again, the soil sample to be tested is completely taken out, and then other soil tests such as direct shearing and the like are carried out; the whole cutting ring sampling device can be detached from the hydraulic device 1 for replacing other devices, and meanwhile, a protective cylinder cutting edge 5 is arranged at the lower part of the protective cylinder 6 and used for inserting the whole device into a soil body and stabilizing the device.
The soil breaking device comprises: the lower end of the hydraulic power device 1 is connected with a soil breaking cone 7, the soil breaking cone 7 comprises four iron cones with beneficial thorns, the soil breaking cone 7 is detachably connected with the hydraulic power device 1, the hydraulic power device 1 is used for providing power, then the hydraulic power device is controlled to enable the soil breaking cone 7 to be inserted into a soil layer, due to the effect of the soil breaking cone 7, soil layer cracking is achieved, then the soil breaking cone 7 leaves a soil body, the soil breaking process is repeatedly carried out at other positions of the soil body, finally, the whole crushing of a region to be treated is completed, and then follow-up tests are carried out.
Pore-forming device: the lower end at hydraulic power device 1 connects into a hole section of thick bamboo 8, a hole section of thick bamboo 8 can be dismantled with hydraulic power device 1 and be connected, there is a hole section of thick bamboo 8 of different diameters size, can select according to the experiment requirement, the lower extreme of a hole section of thick bamboo 8 is provided with the sword foot simultaneously, conveniently pierce into in the soil, utilize hydraulic power device 1 to provide power, press into the soil with a hole section of thick bamboo 8, after waiting to become the hole section of thick bamboo 8 and reaching the settlement degree of depth, again through hydraulic power device 1 provide power with a hole section of thick bamboo 8 and extract the soil body, the soil body is followed a hole section of thick bamboo 8 and is extracted together in a hole section of thick bamboo 8 simultaneously, just so obtain the stake hole of needs, it is less to the soil body around to use this device to become the hole in the soil body influence.
Claims (8)
1. A sampling, soil breaking and hole forming device is characterized by comprising a hydraulic power device (1), a hydraulic telescopic rod, a protective cylinder (6), a cutting ring (4), a soil breaking cone (7) and a hole forming cylinder (8); the input end of the hydraulic telescopic rod is connected with the output end of the hydraulic power device (1), and the hydraulic telescopic rod penetrates through the protective cylinder (6) and is connected with the top of the protective cylinder (6); an internal threaded hole is formed in the output end of the hydraulic telescopic rod; the output end of the hydraulic telescopic rod is connected with the cutting ring (4), the soil breaking cone (7) or the pore-forming barrel (8); the top of the cutting ring (4) is provided with a connecting plate, and the cutting ring (4) is connected with the output end of the hydraulic telescopic rod through the connecting plate; the ground breaking cone (7) and the hole forming cylinder (8) are connected with the lower end of the hydraulic telescopic rod through threaded connecting rods; the outer side of the protective cylinder (6) is provided with a circular ring which is vertical to the axis of the protective cylinder (6).
2. A sampling, soil-breaking and hole-forming device according to claim 1, characterized in that the bottom surface of the connecting plate is provided with a plurality of clamping bolts (3) along the circumferential direction, nuts of the clamping bolts (3) are fixedly connected with the bottom surface of the connecting plate, and the cutting ring (4) is arranged in the middle of the clamping bolts (3).
3. A sampling, soil-breaking and hole-forming device as claimed in claim 1, wherein the center of the connecting plate is provided with a connecting hole, and a connecting bolt passes through the connecting hole and an internal threaded hole at the output end of the hydraulic telescopic rod.
4. The sampling, soil-breaking and pore-forming device according to claim 1, wherein a threaded connection hole is formed in the center of the connection plate, and a double-threaded screw is arranged between the threaded connection hole and an internal threaded hole at the output end of the hydraulic telescopic rod.
5. The sampling, soil-breaking and pore-forming device according to claim 1, characterized in that the soil-breaking cone (7) comprises a plurality of iron cones arranged in parallel, a connecting rod or a connecting disc is arranged at the top of each iron cone, one end of the connecting rod is connected with the top end of each iron cone, the other end of each connecting rod is connected with a threaded connecting rod, the bottom surface of each connecting disc is connected with the top end of each iron cone, a threaded connecting rod is arranged on the top surface of each connecting disc, an external thread is arranged at the top of each threaded connecting rod, and each threaded connecting rod is connected with an internal thread hole at.
6. A sampling, soil-breaking and hole-forming device according to claim 1, characterized in that the bottom end of the casing (6) is provided with a casing-blade foot (5).
7. A sampling, soil-breaking and hole-forming device according to claim 1, characterized in that the lower end of the hole-forming cylinder (8) is provided with a cutting edge.
8. A sampling, soil breaking and hole forming device according to claim 1 wherein two levels are provided on the upper surface of the circular ring, and an included angle is provided between the two levels.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921870523.6U CN211113573U (en) | 2019-11-01 | 2019-11-01 | Sampling soil breaking and pore forming device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921870523.6U CN211113573U (en) | 2019-11-01 | 2019-11-01 | Sampling soil breaking and pore forming device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211113573U true CN211113573U (en) | 2020-07-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921870523.6U Expired - Fee Related CN211113573U (en) | 2019-11-01 | 2019-11-01 | Sampling soil breaking and pore forming device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211113573U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644460A (en) * | 2019-11-01 | 2020-01-03 | 长安大学 | Multifunctional sampling soil breaking and pore forming device |
-
2019
- 2019-11-01 CN CN201921870523.6U patent/CN211113573U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644460A (en) * | 2019-11-01 | 2020-01-03 | 长安大学 | Multifunctional sampling soil breaking and pore forming device |
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| 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: 20200728 Termination date: 20211101 |
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| CF01 | Termination of patent right due to non-payment of annual fee |