CN203930082U - Self-drilling type shearing wave proving installation - Google Patents
Self-drilling type shearing wave proving installation Download PDFInfo
- Publication number
- CN203930082U CN203930082U CN201420327792.9U CN201420327792U CN203930082U CN 203930082 U CN203930082 U CN 203930082U CN 201420327792 U CN201420327792 U CN 201420327792U CN 203930082 U CN203930082 U CN 203930082U
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- extension rod
- general extension
- drill bit
- self
- injection bar
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Abstract
The utility model relates to a kind of self-drilling type shearing wave proving installation, comprise general extension rod, general extension rod bottom is connected with drill bit injection bar, on the sidewall of drill bit injection bar, be provided with longitudinal fluting, general extension rod and drill bit injection bar are provided with the cavity of perforation, are provided with concussion generator and weight in cavity, and concussion generator adopts cable to be connected with weight, the other end of cable is located at outside general extension rod cavity, and the cable other end is connected with the operation of concussion generator and memory storage.The utility model is simple in structure, easy to use, and assembling is convenient, can directly bring to building site assembling; Pore-forming is synchronizeed and is carried out with test, avoids the not high possibility that cannot test and be buried of hole quality; Recycling after device is detachable.
Description
Technical field
The utility model relates to a kind of self-drilling type shearing wave proving installation, belongs to engineering exploration constructing device technical field.
Background technology
Produce wave of compression (claim not only P ripple) and shearing wave (but also claiming S ripple) by focus, received by three-component seismometer through soil layer, the distance of propagating according to ripple and calculate the velocity of wave of Site Soil while walking, and then the engineering properties of evaluation Site Soil.
The Main Function of shearing wave is the division of earthquake community, judgement, the calculating of site soil layers dynamic modulus of elasticity etc. of site liquefaction.Traditional shearing wave test mode, for first adopting machine drill preexisting hole, is then put into hole by testing tool, starts test from bottom to top from bottommost.Adopt this kind of method of testing, the problem of existence is: 1, Completion of Drilling Hole quality is too poor, and equipment cannot be put into assigned address; 2, in the process of construction, borehole collapse, equipment is embedded in hole.
Summary of the invention
The purpose of this utility model is the problem that the place apparatus that causes due to boring problem when solving the test of shearing wave in prior art is measured, and provides a kind of device simple, self-drilling type shearing wave proving installation easy to use.
The utility model adopts following technical scheme: a kind of self-drilling type shearing wave proving installation, comprise general extension rod, described general extension rod bottom is connected with drill bit injection bar, on the sidewall of described drill bit injection bar, be provided with longitudinal fluting, described general extension rod and drill bit injection bar are provided with the cavity of perforation, in described cavity, be provided with concussion generator and weight, described concussion generator adopts cable to be connected with weight, the described cable other end is located at outside the cavity of general extension rod, and the cable other end is connected with the operation of concussion generator and memory storage.
Further, the length of described general extension rod is 1m.
Further, the top of described general extension rod is provided with static pressure perforation device.
Further, the bottom of described general extension rod and drill bit injection bar adopt and are threaded.
Further, the top of described drill bit injection bar is set to cone-shaped.
The utility model is simple in structure, easy to use, and assembling is convenient, can directly bring to building site and be assembled to according to demand suitable length; Pore-forming is synchronizeed and is carried out with test, avoids the not high possibility that cannot test and be buried of hole quality; Recycling after device is detachable.
Brief description of the drawings
Fig. 1 is that connection of the present utility model is used view.
Fig. 2 is the structural representation of general extension rod of the present utility model.
Fig. 3 is the structural representation schematic diagram of the utility model drill bit injection bar.
Fig. 4 is the connection diagram of the utility model concussion generator and weight.
Reference numeral: general extension rod 1, drill bit injection bar 2, concussion generator 3, weight 4, cable 5, the operation of concussion generator and memory storage 6, static pressure perforation device 7, groove 2-1.
Embodiment
Below in conjunction with accompanying drawing, the utility model will be further described.
As Figure 1-Figure 4, a kind of self-drilling type shearing wave proving installation, comprise general extension rod 1, general extension rod 1 bottom is connected with drill bit injection bar 2, the bottom of general extension rod 1 and drill bit injection bar 2 adopt and are threaded, the top of drill bit injection bar 2 is set to cone-shaped, on the sidewall of drill bit injection bar 2, be provided with longitudinal fluting 2-1, general extension rod 1 and drill bit injection bar 2 are provided with the cavity of perforation, in cavity, be provided with concussion generator 3 and weight 4, concussion generator 3 adopts cable 5 to be connected with weight 4, the other end of cable 5 is located at outside the cavity of general extension rod 1, cable 5 other ends are connected with the operation of concussion generator and memory storage 6, the length of general extension rod 1 is 1m, after can some general extension rods 1 being threaded connection according to actual measurement, be connected with drill bit injection bar 2 again, the top of general extension rod 1 is provided with static pressure perforation device 7.
Principle of work: after self-drilling type shearing wave proving installation has been assembled, with static pressure perforation device 7 by vertical with drill bit injection bar 2 general extension rod 1 be pressed into underground, after the degree of depth of specifying, the operation of concussion generator and memory storage 6 send signal to concussion generator 3 by cable 5, make to shake the left and right concussion in the hole of the groove 2-1 of subterranean drill bit injection bar 2 formation of generator 3 and weight 4, produce shearing wave, the operation of concussion generator and memory storage receive shearing wave signal on ground, progressively deepening the degree of depth tests, after experiment, extract equipment by static pressure perforation device 7.
Claims (5)
1. a self-drilling type shearing wave proving installation, it is characterized in that: comprise general extension rod (1), described general extension rod (1) bottom is connected with drill bit injection bar (2), on the sidewall of described drill bit injection bar (2), be provided with longitudinal fluting (2-1), described general extension rod (1) and drill bit injection bar (2) are provided with the cavity of perforation, in described cavity, be provided with concussion generator (3) and weight (4), described concussion generator (3) adopts cable (5) to be connected with weight (4), the other end of described cable (5) is located at outside the cavity of general extension rod (1), cable (5) other end is connected with the operation of concussion generator and memory storage (6).
2. self-drilling type shearing wave proving installation as claimed in claim 1, is characterized in that: the length of described general extension rod (1) is 1m.
3. self-drilling type shearing wave proving installation as claimed in claim 1, is characterized in that: the top of described general extension rod (1) is provided with static pressure perforation device (7).
4. self-drilling type shearing wave proving installation as claimed in claim 1, is characterized in that: the bottom of described general extension rod (1) and drill bit injection bar (2) adopt and be threaded.
5. self-drilling type shearing wave proving installation as claimed in claim 1, is characterized in that: the top of described drill bit injection bar (2) is set to cone-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420327792.9U CN203930082U (en) | 2014-06-18 | 2014-06-18 | Self-drilling type shearing wave proving installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420327792.9U CN203930082U (en) | 2014-06-18 | 2014-06-18 | Self-drilling type shearing wave proving installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203930082U true CN203930082U (en) | 2014-11-05 |
Family
ID=51825879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420327792.9U Expired - Fee Related CN203930082U (en) | 2014-06-18 | 2014-06-18 | Self-drilling type shearing wave proving installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203930082U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104820236A (en) * | 2015-05-27 | 2015-08-05 | 江西省交通设计研究院有限责任公司 | Shear wave velocity meter |
| CN107748385A (en) * | 2017-11-10 | 2018-03-02 | 河北中核岩土工程有限责任公司 | Shearing wave focus and cross hole method wave velocity testing method in a kind of hole |
| CN109404025A (en) * | 2018-12-13 | 2019-03-01 | 新汶矿业集团有限责任公司华丰煤矿 | A kind of portable grouting cable anchor constructing device |
-
2014
- 2014-06-18 CN CN201420327792.9U patent/CN203930082U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104820236A (en) * | 2015-05-27 | 2015-08-05 | 江西省交通设计研究院有限责任公司 | Shear wave velocity meter |
| CN104820236B (en) * | 2015-05-27 | 2017-04-19 | 江西省交通设计研究院有限责任公司 | Shear wave velocity meter |
| CN107748385A (en) * | 2017-11-10 | 2018-03-02 | 河北中核岩土工程有限责任公司 | Shearing wave focus and cross hole method wave velocity testing method in a kind of hole |
| CN107748385B (en) * | 2017-11-10 | 2024-05-10 | 河北中核岩土工程有限责任公司 | Method for testing wave velocity of in-hole shear wave source and cross-hole method |
| CN109404025A (en) * | 2018-12-13 | 2019-03-01 | 新汶矿业集团有限责任公司华丰煤矿 | A kind of portable grouting cable anchor constructing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141105 Termination date: 20210618 |