CN214460709U - Pile foundation detection device - Google Patents
Pile foundation detection device Download PDFInfo
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- CN214460709U CN214460709U CN202120145349.XU CN202120145349U CN214460709U CN 214460709 U CN214460709 U CN 214460709U CN 202120145349 U CN202120145349 U CN 202120145349U CN 214460709 U CN214460709 U CN 214460709U
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- groove
- pile foundation
- symmetry form
- fixedly connected
- inclined plane
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- 238000001514 detection method Methods 0.000 title claims abstract description 30
- 230000007246 mechanism Effects 0.000 claims abstract description 36
- 238000012360 testing method Methods 0.000 claims abstract description 28
- 230000003068 static effect Effects 0.000 claims abstract description 26
- 210000005056 cell body Anatomy 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 8
- 230000008878 coupling Effects 0.000 claims abstract description 7
- 238000010168 coupling process Methods 0.000 claims abstract description 7
- 238000005859 coupling reaction Methods 0.000 claims abstract description 7
- 210000002421 cell wall Anatomy 0.000 claims description 3
- 239000011159 matrix material Substances 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 210000003608 fece Anatomy 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model provides a pile foundation detection device, which comprises two shells; two be a cell body mechanism, two all seted up to the symmetry form on the lateral wall that the casing is in opposite directions be a detection mechanism, two jointly install a detection mechanism in the cell body mechanism be a coupling mechanism of the equal fixedly connected with of symmetry form, two on the lateral wall that the casing kept away from one side mutually be a stop gear, two is all installed to the last symmetry form that is of coupling mechanism a concave type handle of the equal fixedly connected with of symmetry form, the beneficial effects of the utility model are that: the device can prevent that the accident from intaking in the wire interface at the in-process that pile foundation static load test analysis appearance carried, and can prevent that the accident from falling the thing and damaging the display screen, and effectual general pile foundation static load test analysis appearance of having solved does not additionally carry out the structure of protecting, and pile foundation static load test analysis appearance needs to use to the open air to the in-process that can carry leads to damaging the scheduling problem owing to the accident is intake or unexpected the thing that falls.
Description
Technical Field
The utility model relates to a pile foundation detects technical field, especially relates to a pile foundation detection device.
Background
Pile foundation detection is a technical method for judging the quality of various precast piles and cast-in-place piles by taking various foundation piles as objects and various direct or indirect detection methods as means. The main technical means comprises: low strain, high strain (currently less common), dead load, coring and acoustic transmission, among others. According to the detection purpose, the method is divided into test pile detection for providing basis for design before construction and engineering pile detection for providing basis for acceptance after construction. The detection contents relate to the detection of the integrity of the pile body, the concrete strength of the pile body, the sediment thickness at the bottom of the pile, the length and the bearing capacity of the pile, and the like.
The static load test analyzer for pile foundation is one of the equipments for testing pile foundation quality, and is also a relatively precise and valuable equipment. At present, its holistic single structure of general pile foundation static test analysis appearance does not prevent that the wire connector from intaking and the structure that prevents the unexpected thing that drops from damaging the display screen, and all carries to the open air when using pile foundation static test analysis appearance and uses, and the in-process that carries pile foundation static test analysis appearance just so probably because of the unexpected thing that drops that intakes or accident appears damaging.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the not enough of prior art, adapt to reality needs, provide a pile foundation detection device that structural design is novel.
In order to realize the utility model discloses a purpose, the utility model discloses the technical scheme who adopts does:
designing a pile foundation detection device, which comprises two shells; two be the symmetry form on the lateral wall that the casing is in opposite directions and all seted up a cell body mechanism, two install a detection mechanism jointly in the cell body mechanism, two be the equal fixedly connected with coupling mechanism of symmetry form on the lateral wall that one side was kept away from mutually to the casing, two a stop gear is all installed to the last symmetry form that is of coupling mechanism, two the upper surface of casing is the equal fixedly connected with concave type handle of symmetry form.
Two cell body mechanism all includes a holding tank, two the holding tank is seted up respectively on two casing lateral walls in opposite directions, two it all has seted up a concave groove, and four to be the symmetry form on the cell wall of holding tank both sides concave groove is the matrix setting.
Detection mechanism includes two link, two the link is sliding connection respectively in two concave groove of homonymy setting, two it all has seted up an inclined plane groove, two to be the symmetry form on the lateral wall of one side is kept away from mutually to the link be a connecting plate of the equal fixedly connected with of symmetry form, two on the lateral wall that the link is in the opposite direction the common fixedly connected with pile foundation static load test analysis appearance on the lateral wall in the opposite direction of connecting plate.
The two connecting mechanisms respectively comprise a cylinder, the two cylinders are respectively fixedly connected to the side walls far away from the two shells, the two cylinders are arranged at positions corresponding to the inclined plane grooves, the two opposite side walls of the cylinders are symmetrically provided with a groove, and the bottoms of the grooves are symmetrically provided with a circular through groove.
The two limiting mechanisms respectively comprise a bearing, the two bearings are respectively fixedly sleeved in the two circular through grooves, the inner side walls of the two bearings are symmetrically and respectively fixedly sleeved with a screw rod, one end of each screw rod, far away from the groove, is flush with the side wall of the cylinder, one ends of the two screw rods close to the groove penetrate through the circular through groove and extend into the groove, one ends of the two screw rods which are flush with the side wall of the cylinder are symmetrically and fixedly connected with a circular plate, the rod walls of the two screw rods which are positioned at one ends in the groove are symmetrically and respectively in threaded connection with a limiting block, and two the opposite one ends of the limiting blocks all run through the outer side wall of the shell and extend towards the inner side of the inclined plane groove, two the ends, located in the inclined plane groove, of the limiting blocks are symmetrically provided with an inclined plane, and the inclined planes all offset with the groove bottom of the inclined plane groove.
The side walls of the opposite sides of the two concave handles are mutually attached, and the middle parts of the side walls of the two concave handles far away from one side are respectively provided with anti-skid grains.
The beneficial effects of the utility model reside in that:
through the arrangement of the concave groove and the connecting frame, the pile foundation static load test analyzer can slide on the connecting frame through the groove wall of the concave groove, so that the two shells can be mutually closed, the pile foundation static load test analyzer can be protected after the two shells can be mutually closed, through the arranged limiting mechanism, the circular plate can drive the screw rod to rotate through the in-situ rotation of the bearing through the rotating circular plate, the rotation of the screw rod can drive the limiting block to be inserted into the inclined plane groove, the inclined plane can be abutted against the groove bottom of the inclined plane groove through inserting the limiting block into the inclined plane groove, the limiting block can limit the connecting frame through abutting the inclined plane against the groove bottom of the inclined plane groove, so that the pile foundation static load test analyzer can be stably positioned in the accommodating groove to be protected while the concave handle is held to drive the shells to move, and the problem that the common pile foundation static load test analyzer has no additional protection structure is effectively solved, the pile foundation static load test analyzer needs to be used outdoors, so that the problems of damage and the like caused by accidental water inflow or accidental falling in the carrying process can be solved.
Drawings
FIG. 1 is a schematic overall sectional structure diagram of a pile foundation detection device;
fig. 2 is an enlarged schematic structural view of a pile foundation detection device shown in fig. 1 at a point a;
FIG. 3 is a sectional structure view along the direction B-B in FIG. 1 of the pile foundation detection device of the present design;
fig. 4 is a schematic overall structure diagram of a connecting frame in the pile foundation detection device;
FIG. 5 is a sectional schematic view of the pile foundation detection device in an inoperative state;
fig. 6 is a schematic side view of a pile foundation detection device according to the present design.
Detailed Description
The invention will be further described with reference to the following figures and examples:
example 1: a pile foundation detection device, see figures 1 to 6.
The pile foundation detection device comprises two shells 1; it all has seted up a cell body mechanism 2 to be the symmetry form on two casing 1 lateral walls in opposite directions, installs a detection mechanism 3 jointly in two cell body mechanisms 2, is a connection mechanism 4 of the equal fixedly connected with of symmetry form on the lateral wall of one side is kept away from mutually to two casing 1, is a stop gear 5 of the equal fixedly connected with of symmetry form on two connection mechanism 4, and the upper surface of two casing 1 is the equal fixedly connected with concave type handle 6 of symmetry form.
Further, two cell body mechanisms 2 all include an holding tank 21, and on two holding tanks 21 seted up respectively in two 1 lateral walls in opposite directions of casing, be a concave groove 22 that has all been seted up to the symmetry form on the cell wall of two holding tanks 21 both sides, and four concave grooves 22 are the matrix setting, the connection of the follow-up mechanism of being convenient for.
Further, detection mechanism 3 includes two link 31, two link 31 respectively sliding connection in two concave groove 22 that the homonymy set up, it has all seted up an inclined plane groove 32 to be the symmetry form on the lateral wall of one side is kept away from mutually for two link 31, be a connecting plate 33 of the equal fixedly connected with of symmetry form on two link 31 lateral walls in opposite directions, common fixedly connected with pile foundation static load test analysis appearance 34 on two connecting plate 33 lateral walls in opposite directions, be convenient for with casing 1 interconnect.
Further, two coupling mechanism 4 all include a cylinder 41, and two cylinders 41 are fixed connection respectively on the lateral wall that two casings 1 kept away from mutually, and two cylinders 41 all correspond the position setting of inclined plane groove 32, are a recess 42 all seted up to the symmetry form on two cylinders 41 lateral walls in opposite directions, and a circle logical groove 43 has all been seted up to the tank bottom of two recesses 42 and is the symmetry form, the installation of the follow-up mechanism of being convenient for.
Further, the two limiting mechanisms 5 each include a bearing 51, the two bearings 51 are respectively fixedly sleeved in the two circular through grooves 43, the inner side walls of the two bearings 51 are symmetrically and fixedly sleeved with a lead screw 52, the ends of the two lead screws 52 far away from the groove 42 are flush with the side wall of the cylinder 41, the ends of the two lead screws 52 close to the groove 42 penetrate through the circular through grooves 43 and extend into the groove 42, the ends of the two lead screws 52 flush with the side wall of the cylinder 41 are symmetrically and fixedly connected with a circular plate 53, the rod walls of the two lead screws 52 at the ends in the groove 42 are symmetrically and threadedly connected with a limiting block 54, the opposite ends of the two limiting blocks 54 penetrate through the outer side wall of the housing 1 and extend into the inclined groove 32, the ends of the two limiting blocks 54 in the inclined groove 32 are symmetrically and respectively provided with an inclined plane 55, and the two inclined planes 55 are abutted against the bottom of the inclined groove 32, so that pile foundation static load test analyzer 34 is stably positioned in accommodating groove 21.
Further, the lateral walls of two concave type handles 6 one side in opposite directions all laminate each other, and two concave type handles 6 keep away from the lateral wall middle part of one side mutually and all are equipped with anti-skidding line, are convenient for hold concave type handle 6 and carry the casing 1 that holds pile foundation static load test analysis appearance 34.
Specifically, when the pile foundation static load test analyzer 34 needs to be carried outwards, the two shells 1 are moved upwards along the shape of the concave groove 22, so that the groove wall of the concave groove 22 slides on the connecting frame 31, when the groove wall of the concave groove 22 cannot slide upwards on the connecting frame 31, the two shells 1 are moved in opposite directions along the shape of the concave groove 22, the two shells 1 can be closed through the sliding of the groove wall of the concave groove 22 on the connecting frame 31, when the two shells 1 are closed mutually, the two shells 1 are moved downwards along the shape of the concave groove 22, so that the two shells 1 are completely covered outside the pile foundation static load test analyzer 34 through the sliding of the groove wall of the concave groove 22 on the connecting frame 31, when the two shells 1 are completely covered outside the pile foundation static load test analyzer 34, the pile foundation static load test analyzer 34 is completely located in the accommodating groove 21, then, the two circular plates 53 are sequentially rotated, the circular plates 53 drive the screw rod 52 to rotate through the in-situ rotation of the bearing 51, the rotation of the screw rod 52 can drive the stopper 54 to move towards the inclined groove 32, the circular plates 53 are continuously rotated until the inclined plane 55 abuts against the bottom of the inclined groove 32, because the bottom of the inclined groove 32 is inclined, when the inclined plane 55 abuts against the bottom of the inclined groove 32, because the inclined plane 55 is located below the inclined bottom of the inclined groove 32, when the concave handle 6 is lifted to drive the housing 1 containing the pile foundation static load test analyzer 34 to move, the stopper 54 limits the connecting frame 31, and by limiting the stopper 54 on the connecting frame 31, the connecting frame 31 can be prevented from driving the pile foundation static load test analyzer 34 to fall down due to the gravity potential energy sliding on the concave groove 22, so that the pile foundation static load test analyzer 34 can be stably located in the containing groove 21 and can be protected during carrying, the effectual general pile foundation static test analysis appearance 34 that has solved does not have the structure of additionally protecting, and pile foundation static test analysis appearance 34 needs to go to the open air and uses to probably lead to damaging the scheduling problem because unexpected the inflow or unexpected droppings of in-process that carries.
The embodiment of the present invention discloses a preferred embodiment, but not limited thereto, and those skilled in the art can easily understand the spirit of the present invention according to the above embodiment, and make different extensions and changes, but do not depart from the spirit of the present invention, all of which are within the protection scope of the present invention.
Claims (6)
1. A pile foundation detection device comprises two shells; the method is characterized in that: two be the symmetry form on the lateral wall that the casing is in opposite directions and all seted up a cell body mechanism, two install a detection mechanism jointly in the cell body mechanism, two be the equal fixedly connected with coupling mechanism of symmetry form on the lateral wall that one side was kept away from mutually to the casing, two a stop gear is all installed to the last symmetry form that is of coupling mechanism, two the upper surface of casing is the equal fixedly connected with concave type handle of symmetry form.
2. The pile foundation detecting device of claim 1, wherein: two cell body mechanism all includes a holding tank, two the holding tank is seted up respectively on two casing lateral walls in opposite directions, two it all has seted up a concave groove, and four to be the symmetry form on the cell wall of holding tank both sides concave groove is the matrix setting.
3. The pile foundation detecting device of claim 1, wherein: detection mechanism includes two link, two the link is sliding connection respectively in two concave groove of homonymy setting, two it all has seted up an inclined plane groove, two to be the symmetry form on the lateral wall of one side is kept away from mutually to the link be a connecting plate of the equal fixedly connected with of symmetry form, two on the lateral wall that the link is in the opposite direction the common fixedly connected with pile foundation static load test analysis appearance on the lateral wall in the opposite direction of connecting plate.
4. The pile foundation detecting device of claim 1, wherein: the two connecting mechanisms respectively comprise a cylinder, the two cylinders are respectively fixedly connected to the side walls far away from the two shells, the two cylinders are arranged at positions corresponding to the inclined plane grooves, the two opposite side walls of the cylinders are symmetrically provided with a groove, and the bottoms of the grooves are symmetrically provided with a circular through groove.
5. The pile foundation detecting device of claim 1, wherein: the two limiting mechanisms respectively comprise a bearing, the two bearings are respectively fixedly sleeved in the two circular through grooves, the inner side walls of the two bearings are symmetrically and respectively fixedly sleeved with a screw rod, one end of each screw rod, far away from the groove, is flush with the side wall of the cylinder, one ends of the two screw rods close to the groove penetrate through the circular through groove and extend into the groove, one ends of the two screw rods which are flush with the side wall of the cylinder are symmetrically and fixedly connected with a circular plate, the rod walls of the two screw rods which are positioned at one ends in the groove are symmetrically and respectively in threaded connection with a limiting block, and two the opposite one ends of the limiting blocks all run through the outer side wall of the shell and extend towards the inner side of the inclined plane groove, two the ends, located in the inclined plane groove, of the limiting blocks are symmetrically provided with an inclined plane, and the inclined planes all offset with the groove bottom of the inclined plane groove.
6. The pile foundation detecting device of claim 1, wherein: the side walls of the opposite sides of the two concave handles are mutually attached, and the middle parts of the side walls of the two concave handles far away from one side are respectively provided with anti-skid grains.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120145349.XU CN214460709U (en) | 2021-01-20 | 2021-01-20 | Pile foundation detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120145349.XU CN214460709U (en) | 2021-01-20 | 2021-01-20 | Pile foundation detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214460709U true CN214460709U (en) | 2021-10-22 |
Family
ID=78112536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120145349.XU Expired - Fee Related CN214460709U (en) | 2021-01-20 | 2021-01-20 | Pile foundation detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214460709U (en) |
-
2021
- 2021-01-20 CN CN202120145349.XU patent/CN214460709U/en not_active Expired - Fee Related
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Legal Events
| 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: 20211022 |
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| CF01 | Termination of patent right due to non-payment of annual fee |