CN211922575U - Building foundation pit ground sampling device - Google Patents
Building foundation pit ground sampling device Download PDFInfo
- Publication number
- CN211922575U CN211922575U CN202020030910.5U CN202020030910U CN211922575U CN 211922575 U CN211922575 U CN 211922575U CN 202020030910 U CN202020030910 U CN 202020030910U CN 211922575 U CN211922575 U CN 211922575U
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- China
- Prior art keywords
- rod
- fixedly connected
- cavity
- sampling device
- building foundation
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- 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.)
- Expired - Fee Related
Links
- 238000005070 sampling Methods 0.000 title claims abstract description 21
- 239000008187 granular material Substances 0.000 claims abstract description 3
- 238000005728 strengthening Methods 0.000 claims abstract description 3
- 230000001681 protective effect Effects 0.000 claims description 10
- 239000011435 rock Substances 0.000 claims description 8
- 238000005527 soil sampling Methods 0.000 claims description 8
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000007747 plating Methods 0.000 claims description 2
- 239000011701 zinc Substances 0.000 claims description 2
- 229910052725 zinc Inorganic materials 0.000 claims description 2
- 239000002689 soil Substances 0.000 abstract description 22
- 238000000034 method Methods 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 description 8
- 239000002245 particle Substances 0.000 description 4
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
Images
Landscapes
- Sampling And Sample Adjustment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model discloses a building foundation ditch ground sampling device, include the adjustment structure, smash out structure, cavity and the body of rod, the top fixedly connected with connecting block of the body of rod, and connecting block top fixedly connected with application of force pole, be provided with anti-skidding line on the lateral wall of application of force pole, the inside of the body of rod is provided with the cavity, and the inside of cavity is provided with the enhancement granule, fixedly connected with connection piece on the inside wall of cavity, and one side fixedly connected with strengthening rib of connection piece. The utility model discloses an internally mounted at the body of rod has the structure of pounding out, it is hard to the drawing of patterns process of ground after the device sample, can open the protection casing when need empty soil after the sample, handheld ejector pad makes the ejector pad descend in the inside slip of sliding tray, the ejector pad drives the push rod that one end is connected and descends, what make the push rod bottom be connected smashes out the board and pushes down the completion and to the inside soil of inserted bar extrude the drawing of patterns, it is more convenient to take off the soil after making the device sample through the setting of pounding out the structure, use labour saving and time saving.
Description
Technical Field
The utility model relates to a building technical field specifically is a building foundation ground sampling device.
Background
Building construction can carry out fixed point sample to soil property earlier before going on and survey, and the structure of sample can decide whether this geology is fit for the construction and should take what kind of collocation proportion etc. now needs a building foundation ditch ground sampling device that convenient to use usability is strong, but current building foundation ditch ground sampling device has many problems or defects:
firstly, the traditional building foundation pit rock-soil sampling device is not high enough in internal strength, easy to damage in use and short in service life;
secondly, the traditional building foundation pit rock-soil sampling device is poor in use feeling due to the fact that force is applied by hands during sampling, sampling is laborious, and the position of a force application point cannot be adjusted according to needs;
thirdly, the traditional sampling device for building foundation pit rock soil is inconvenient in soil demoulding after sampling is finished, and the dumping is time-consuming and labor-consuming.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building foundation ground sampling device to solve the body of rod internal strength that proposes in the above-mentioned background art big enough, when taking a sample application point position can not adjust and sample the inconvenient problem of drawing of patterns is emptyd to soil after the sample.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building foundation ditch ground sampling device, includes the adjustment structure, smashes out structure, cavity and the body of rod, the top fixedly connected with connecting block of the body of rod, and connecting block top fixedly connected with application of force pole, be provided with anti-skidding line on the lateral wall of application of force pole, the inside of the body of rod is provided with the cavity, and the inside of cavity is provided with strengthens the granule, fixedly connected with connection piece on the inside wall of cavity, and one side fixedly connected with strengthening rib of connection piece, be provided with the adjustment structure on the lateral wall of the body of rod, the inside of the body of rod is provided with smashes out the structure, the bottom fixedly connected with inserted bar of the body of rod, and be provided with the zinc-.
Preferably, the adjustment structure has from left to right set gradually chock, dwang, reservation groove, splint, running-board, antiskid groove and movable block, the inside of movable block is provided with the reservation groove, and the inside swing joint in reservation groove has the dwang, one side fixedly connected with chock of dwang, the opposite side fixedly connected with splint of dwang.
Preferably, one side of the movable block is fixedly connected with a pedal, and the top end of the pedal is provided with an anti-slip groove.
Preferably, smash out the structure and from left to right have set gradually ejector pad, sliding tray, fixture block, smash out board, draw-in groove, push rod, protection casing and hinge, the inside of the body of rod is provided with the sliding tray, and the inside of sliding tray is provided with the push rod.
Preferably, one end of the push rod is fixedly connected with a push block, and the bottom end of the push rod is fixedly connected with a smashing plate.
Preferably, the outer side wall of the rod body is provided with a hinge, the outer side wall of the hinge is movably connected with a protective cover, the bottom of the protective cover is fixedly connected with a clamping block, and the outer side wall of the inserted rod is provided with a clamping groove.
Compared with the prior art, the beneficial effects of the utility model are that: this building foundation ditch ground sampling device is rational in infrastructure, has following advantage:
(1) the cavity is arranged in the rod body, the reinforcing particles which are uniformly distributed are arranged in the cavity, so that the interior of the cavity is reinforced and filled, and the reinforcing ribs which are arranged at equal intervals are also arranged in the cavity, so that the interior of the cavity is reinforced, the supporting strength in the rod body is higher, and the supporting and bearing are more stable and efficient;
(2) the adjusting structure is arranged on the outer side wall of the rod body, so that the rod body is required to be applied with force during sampling, the inserted rod is completely inserted into the deep soil, the bolt block can be rotated according to the requirement during use, the bolt block drives the rotating rod to rotate, the rotating rod drives the clamping plate connected with one side to complete the fixation of the rod body, the pedal is applied with force after the position is determined, the auxiliary inserted rod is inserted into the soil, the sampling force application is more convenient and faster through the arrangement of the adjusting structure, and the position of the movable block can be adjusted according to the requirement, so that the device has stronger use applicability;
(3) have through internally mounted at the body of rod and smash out the structure, it is hard to the drawing of patterns process of ground after the device sample, can open the protection casing when need empty soil after the sample, handheld ejector pad makes the ejector pad descend in the inside slip of sliding tray that slides, the ejector pad drives the push rod that one end is connected and descends, the board of smashing that makes the push rod bottom connect pushes down the completion to the inside soil of inserted bar extrude the drawing of patterns, it is more convenient to take off the soil after making the device sample through the setting of smashing out the structure, use labour saving and time saving.
Drawings
Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;
fig. 2 is a front view of the tamping structure of the present invention;
fig. 3 is a schematic front view of the adjusting structure of the present invention;
fig. 4 is an enlarged schematic structural diagram of a in fig. 1 according to the present invention.
In the figure: 1. a force application rod; 2. connecting blocks; 3. adjusting the structure; 301. a bolt block; 302. rotating the rod; 303. Reserving a groove; 304. a splint; 305. a foot pedal; 306. an anti-slip groove; 307. a movable block; 4. reinforcing the particles; 5. a tamping structure; 501. a push block; 502. a sliding groove; 503. a clamping block; 504. smashing out a plate; 505. a card slot; 506. a push rod; 507. a protective cover; 508. a hinge; 6. inserting a rod; 7. a zinc plating coating; 8. connecting sheets; 9. reinforcing ribs; 10. a cavity; 11. a rod body; 12. and (4) anti-skid lines.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides an embodiment: a building foundation pit rock soil sampling device comprises an adjusting structure 3, a tamping structure 5, a cavity 10 and a rod body 11, wherein the top end of the rod body 11 is fixedly connected with a connecting block 2, the top end of the connecting block 2 is fixedly connected with an application rod 1, the outer side wall of the application rod 1 is provided with anti-skidding lines 12, the cavity 10 is arranged inside the rod body 11, reinforcing particles 4 are arranged inside the cavity 10, the inner side wall of the cavity 10 is fixedly connected with a connecting sheet 8, one side of the connecting sheet 8 is fixedly connected with a reinforcing rib 9, the outer side wall of the rod body 11 is provided with the adjusting structure 3, the adjusting structure 3 is sequentially provided with a bolt block 301, a rotating rod 302, a reserved groove 303, a clamping plate 304, a pedal plate 305, an anti-skidding groove 306 and a movable block 307 from left to right, the inside of the movable block 307 is provided with a reserved groove 303, the inside of, the other side of the rotating rod 302 is fixedly connected with a clamping plate 304;
one side of the movable block 307 is fixedly connected with a pedal 305, and the top end of the pedal 305 is provided with an anti-slip groove 306;
specifically, as shown in fig. 1 and fig. 3, when in use, the adjusting structure 3 is arranged on the outer side wall of the rod body 11, force needs to be applied to the rod body 11 during sampling, so that the insertion rod 6 is completely inserted into the deep soil, the bolt block 301 can be rotated as needed during use, the bolt block 301 drives the rotating rod 302 to rotate, the rotating rod 302 drives the clamping plate 304 connected to one side to complete the fixation of the rod body 11, the pedal 305 is applied with force after the position is determined, the auxiliary insertion rod 6 is inserted into the soil, the sampling force application is more convenient and faster through the arrangement of the adjusting structure 3, and the position of the movable block 307 can be adjusted as needed, so that the device has stronger use applicability;
a tamping structure 5 is arranged inside the rod body 11, the tamping structure 5 is sequentially provided with a push block 501, a sliding groove 502, a clamping block 503, a tamping plate 504, a clamping groove 505, a push rod 506, a protective cover 507 and a hinge 508 from left to right, the sliding groove 502 is arranged inside the rod body 11, and the push rod 506 is arranged inside the sliding groove 502;
one end of the push rod 506 is fixedly connected with the push block 501, and the bottom end of the push rod 506 is fixedly connected with the tamping plate 504;
the outer side wall of the rod body 11 is provided with a hinge 508, the outer side wall of the hinge 508 is movably connected with a protective cover 507, and the bottom end of the protective cover 507 is fixedly connected with a clamping block 503;
specifically, as shown in fig. 1 and 2, when the device is used, the tamping structure 5 is arranged inside the rod body 11, so that the device is labor-consuming in the process of demolding rock soil after sampling, the protective cover 507 can be opened when soil needs to be poured after sampling is finished, the push block 501 is held by hand to enable the push block 501 to slide and descend in the sliding groove 502, the push block 501 drives the push rod 506 connected with one end to descend, the tamping plate 504 connected with the bottom end of the push rod 506 is pressed downwards to complete extrusion and demolding of the soil inside the insertion rod 6, the tamping structure 5 is arranged to enable the device to be more convenient to demold after sampling, and the device is time-saving and labor-saving to use;
the bottom end of the clamping groove 505 arranged on the outer side wall of the inserted link 6 is fixedly connected with the inserted link 6, and the inner side wall of the inserted link 6 is provided with a galvanized coating 7.
The working principle is as follows: when the supporting device is used, firstly, the cavity 10 is arranged in the rod body 11, the reinforcing particles 4 which are uniformly distributed are arranged in the cavity 10, the interior of the cavity 10 is reinforced and filled, and the reinforcing ribs 9 which are arranged at equal intervals are also arranged in the cavity 10, so that the interior of the cavity 10 is reinforced, the supporting strength in the rod body 11 is higher, and the supporting and bearing are more stable and efficient;
secondly, through being provided with adjustment structure 3 at the lateral wall of the body of rod 11, need to carry on the application of force to the body of rod 11 during the sample, make the inserted link 6 insert the soil depths completely, can rotate the key 301 as required during the use, the key 301 drives the dwang 302 to rotate, make the dwang 302 drive the splint 304 that one side is connected and accomplish the fixing to the body of rod 11, apply force to the footboard 305 after the position is confirmed, the auxiliary inserted link 6 inserts in the soil, make the sample application of force more convenient through the setting up of adjustment structure 3, and the position of the movable block 307 can be adjusted as required, make the device use the suitability stronger;
finally, smash out structure 5 through internally mounted at the body of rod 11, it is hard to the drawing of patterns process of ground after the device sample, can open protection casing 507 when need empty soil after the sample, handheld ejector pad 501 makes ejector pad 501 descend in the inside slip of sliding tray 502, ejector pad 501 drives the push rod 506 that one end is connected and descends, the board 504 that smashes out that makes the push rod 506 bottom be connected pushes down the completion and the drawing of patterns of extruding of the inside soil of inserted bar 6, it is more convenient to take off the soil after making the device sample through the setting of smashing out structure 5, use labour saving and time saving.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a building foundation ditch ground sampling device, includes adjustment structure (3), smashes out structure (5), cavity (10) and the body of rod (11), its characterized in that: the utility model discloses a zinc plating device, including the body of rod (11), the top fixedly connected with connecting block (2) of the body of rod (11), and connecting block (2) top fixedly connected with application of force pole (1), be provided with on the lateral wall of application of force pole (1) anti-skidding line (12), the inside of the body of rod (11) is provided with cavity (10), and the inside of cavity (10) is provided with strengthens granule (4), fixedly connected with connection piece (8) on the inside wall of cavity (10), and one side fixedly connected with strengthening rib (9) of connection piece (8), be provided with adjustment structure (3) on the lateral wall of the body of rod (11), the inside of the body of rod (11) is provided with smashes out structure (5), bottom fixedly connected with inserted bar (6) of the body of rod (11), and be provided with zinc-plated coating.
2. The building foundation pit and rock soil sampling device of claim 1, wherein: adjusting structure (3) has set gradually chock (301), dwang (302), reserve groove (303), splint (304), running-board (305), antiskid groove (306) and movable block (307) from left to right, the inside of movable block (307) is provided with reserve groove (303), and the inside swing joint in reserve groove (303) has dwang (302), one side fixedly connected with chock (301) of dwang (302), the opposite side fixedly connected with splint (304) of dwang (302).
3. The building foundation pit and rock soil sampling device of claim 2, wherein: one side of the movable block (307) is fixedly connected with a pedal (305), and the top end of the pedal (305) is provided with an anti-skidding groove (306).
4. The building foundation pit and rock soil sampling device of claim 1, wherein: the smashing structure (5) is sequentially provided with a pushing block (501), a sliding groove (502), a clamping block (503), a smashing plate (504), a clamping groove (505), a push rod (506), a protective cover (507) and a hinge (508) from left to right, the sliding groove (502) is arranged inside the rod body (11), and the push rod (506) is arranged inside the sliding groove (502).
5. The building foundation pit and rock soil sampling device of claim 4, wherein: one end of the push rod (506) is fixedly connected with a push block (501), and the bottom end of the push rod (506) is fixedly connected with a tamping plate (504).
6. The building foundation pit and rock soil sampling device of claim 4, wherein: the outer side wall of the rod body (11) is provided with a hinge (508), the outer side wall of the hinge (508) is movably connected with a protective cover (507), the bottom end of the protective cover (507) is fixedly connected with a clamping block (503), and the outer side wall of the inserted rod (6) is provided with a clamping groove (505).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020030910.5U CN211922575U (en) | 2020-01-08 | 2020-01-08 | Building foundation pit ground sampling device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202020030910.5U CN211922575U (en) | 2020-01-08 | 2020-01-08 | Building foundation pit ground sampling device |
Publications (1)
Publication Number | Publication Date |
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CN211922575U true CN211922575U (en) | 2020-11-13 |
Family
ID=73330907
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202020030910.5U Expired - Fee Related CN211922575U (en) | 2020-01-08 | 2020-01-08 | Building foundation pit ground sampling device |
Country Status (1)
Country | Link |
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CN (1) | CN211922575U (en) |
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2020
- 2020-01-08 CN CN202020030910.5U patent/CN211922575U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
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: 20201113 |