CN118049977B - Rock-soil construction side slope reconnaissance check out test set - Google Patents
Rock-soil construction side slope reconnaissance check out test set Download PDFInfo
- Publication number
- CN118049977B CN118049977B CN202410453828.6A CN202410453828A CN118049977B CN 118049977 B CN118049977 B CN 118049977B CN 202410453828 A CN202410453828 A CN 202410453828A CN 118049977 B CN118049977 B CN 118049977B
- Authority
- CN
- China
- Prior art keywords
- block
- sliding
- linkage
- sleeve
- fixedly connected
- Prior art date
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 53
- 238000012360 testing method Methods 0.000 title claims abstract description 42
- 239000002689 soil Substances 0.000 title claims abstract description 41
- 238000001514 detection method Methods 0.000 claims abstract description 73
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 62
- 239000010959 steel Substances 0.000 claims abstract description 62
- 238000011835 investigation Methods 0.000 claims abstract description 39
- 230000001360 synchronised effect Effects 0.000 claims abstract description 38
- 238000004512 die casting Methods 0.000 claims abstract description 15
- 230000007246 mechanism Effects 0.000 claims abstract description 12
- 238000003825 pressing Methods 0.000 claims description 30
- 238000001125 extrusion Methods 0.000 claims description 21
- 239000004831 Hot glue Substances 0.000 claims description 6
- 239000011435 rock Substances 0.000 claims description 5
- 238000003860 storage Methods 0.000 claims description 5
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 2
- 239000010935 stainless steel Substances 0.000 claims description 2
- 230000010354 integration Effects 0.000 claims 1
- 238000007493 shaping process Methods 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 238000004062 sedimentation Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 6
- 230000008569 process Effects 0.000 description 5
- 230000008859 change Effects 0.000 description 4
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 238000013459 approach Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009826 distribution Methods 0.000 description 3
- 230000006698 induction Effects 0.000 description 3
- 210000001503 joint Anatomy 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 230000003827 upregulation Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a rock-soil construction side slope investigation and detection device, which belongs to the technical field of investigation and detection, wherein one side of a linkage support plate is sequentially and fixedly connected with a plurality of guide sliding frames from left to right, the inner wall of each guide sliding frame is vertically and slidingly connected with a sleeve-joint sliding block, and one side of the sleeve-joint sliding block is provided with a synchronous counterweight detection mechanism; the synchronous counter weight detection mechanism is including installing the test stock in cup jointing slider one side, and cup jointing the opposite side of slider through die casting integrated into one piece has the atress post, and the inner wall of atress post runs through there is the atress hole. According to the invention, the synchronous counterweight detection mechanism is adopted to start the lower pressure cylinder to drive the lower pressure block to move downwards, the bottom end of the stressed steel rope drives the counterweight sleeve block to slide upwards along the outer wall of the sliding support rod, the stressed steel rope can slide along the inner walls of the stressed holes, a plurality of test anchor rods can synchronously receive the vertical designated counterweight prestress to detect, whether sedimentation exists or not is detected rapidly, and the detection efficiency of the rock-soil construction side slope investigation is effectively improved.
Description
Technical Field
The invention relates to the technical field of reconnaissance detection, in particular to rock-soil construction side slope reconnaissance detection equipment.
Background
The rock-soil construction side slope investigation detection equipment has a safety guarantee function in side slope engineering, can timely master side slope investigation change conditions such as ground surface displacement and settlement, and can discover potential disaster risks such as side slope instability, landslide, collapse and the like in advance through detection data, so that corresponding emergency measures are timely taken, and personal safety of constructors is ensured.
The patent of prior art patent number CN114592508A discloses an integrated supervisory equipment of informatization for geotechnical engineering investigation, this patent then is fixed with a plurality of distance sensor through the top that the positioning sleeve inner wall is located spacing slider, and positioning sleeve's top is provided with spacing portion, and the external diameter top of spacing portion increases gradually, and the inboard of spacing portion is provided with the chamber of holding, holds the intracavity and is provided with microprocessor and signal transmitter, so that the staff looks over fast and supervise, and in time reminds the staff when the change, thereby improves actual geotechnical engineering management's supervision effect. However, the investigation detection device has the following defects in the detection process;
When the investigation detection equipment is used for carrying out investigation detection on a rock-soil construction side slope, although the investigation detection equipment can be inserted into the rock-soil construction side slope for detection, a single detection part is not subjected to corresponding prestress, the waiting time of a sedimentation result is long, the investigation detection on one point position is required to be carried out continuously after the investigation detection on the other point position is realized, and the investigation detection efficiency of the rock-soil construction side slope is greatly reduced, so that the rock-soil construction side slope investigation detection equipment is provided.
Disclosure of Invention
Therefore, the invention provides rock-soil construction side slope investigation and detection equipment to solve the technical problems in the prior art.
In order to achieve the above object, the present invention provides the following technical solutions: the rock-soil construction side slope investigation detection device comprises a linkage support plate, wherein one side of the linkage support plate is sequentially and fixedly connected with a plurality of guide sliding frames from left to right, the inner wall of each guide sliding frame is vertically and slidingly connected with a sleeve-joint sliding block, and one side of the sleeve-joint sliding block is provided with a synchronous counterweight detection mechanism; the synchronous counterweight detection mechanism comprises a test anchor rod arranged on one side of a sleeved sliding block, a stress sleeve column is integrally formed on the other side of the sleeved sliding block through die casting, a stress hole penetrates through the inner wall of the stress sleeve column, and a plurality of support plates are fixedly connected on the other side of the linkage support plate from left to right in sequence; the top end of each supporting plate is fixedly connected with a sleeved supporting ring, a linkage supporting rod is welded on the concentric center of the inner wall of each sleeved supporting ring, one end part of each linkage supporting rod is fixedly connected with a through hole disc with a circular vertical section, and a stress steel rope which penetrates through a plurality of stress holes in a sliding manner is arranged in each through hole disc;
The top end of the stress steel rope is fixedly connected with a lower pressing plate, a lower pressing block is welded at the top end of the lower pressing plate and positioned at one side of the stress steel rope, and a lower pressure cylinder for providing lower pressure is fixedly connected at the top end of the lower pressing block; a synchronous detection assembly is arranged in the sleeve joint sliding block; the bottom end of the stressed steel rope is provided with a synchronous alignment assembly, the sleeved sliding block and the test anchor rod are integrally formed through die casting, and the vertical cross section area of one end of the test anchor rod is smaller than that of the other end of the test anchor rod; the sleeved sliding block and the test anchor rod are both made of stainless steel, and the center point of the stress sleeve column is higher than the center point of the through hole disc; the top of atress steel cable runs through a plurality of through-hole dish in proper order from left to right, and a plurality of the through-hole dish all with atress steel cable outer wall sliding connection.
Preferably, a positioning sleeve block for guiding the stressed steel rope is welded at one end of the linkage support plate, the inner wall of the positioning sleeve block is vertically and slidably connected with the outer wall of the stressed steel rope, an inclined support plate fixedly connected with the linkage support plate is arranged at one side of the lower pressure plate, a connecting block is mounted at the top end of the inclined support plate, a sliding column for supporting the stressed steel rope to slide is mounted at the top end of the connecting block, and a guiding sleeve block for guiding the stressed steel rope is welded at one side of the inclined support plate;
The connecting block and the lower piezoelectric cylinder are fixedly connected with the inclined support plate, and the outer wall of the stressed steel rope is vertically and slidably connected with the inner wall of the guide sleeve block.
When the device is used for detection according to the embodiment, the lower pressure cylinder is started to drive the lower pressing block to move downwards. The lower pressing block drives the lower pressing plate to slide downwards, and simultaneously the lower pressing plate drives the top end of the stressed steel rope to move downwards along the guide sleeve block inner wall in a guiding way, the stressed steel rope slides along the inner walls of the plurality of through hole discs, the supporting plate is provided with supporting force through the linkage support plate, and the linkage support rod provides stable supporting force for the through hole discs. The through hole discs can stably guide the stressed steel rope to slide, the bottom end of the stressed steel rope drives the counterweight sleeve block to slide upwards along the outer wall guide of the sliding support rod, the stressed steel rope can bear the weight through the weight distribution of the sliding support rod, the test anchor rod is inserted into the rock-soil construction slope to provide supporting force, and the test anchor rods are subjected to vertical specified counterweight detection prestress.
Preferably, the synchronous detection assembly comprises a guide sliding rod which is slidably arranged inside the sleeving sliding block; the outer wall of the guide sliding rod is connected with an extrusion spring for extruding the sleeved sliding block in a sliding manner, the bottom end of the sleeved sliding block is fixedly connected with a sensing column at one side of the extrusion spring, an extrusion block, a rubber block and a pressure sensor are sequentially arranged below the sensing column from top to bottom, and a supporting block fixedly connected with the guide sliding frame is arranged at the bottom end of the pressure sensor; one side fixedly connected with of direction sliding frame is used for guiding the slip cap piece of sensing post, the top of slip cap piece just is located sensing post one side position fixedly connected with distance sensor, distance sensor's top is equipped with and cup joints slider bottom fixed connection's sensing piece, distance sensor is used for sensing the sensing piece and moves down the distance, sensing post and the concentric fixed connection of extrusion piece, just through hot melt adhesive bond between extrusion piece and pressure sensor and the rubber briquetting, just the supporting shoe top is fixed through hot melt adhesive bond with the pressure sensor bottom, the outer wall of sensing post and the vertical sliding connection of slip cap piece inner wall, the outside of sensing post and slip cap piece inner wall all are through polishing and grinding.
According to the embodiment, when the rock-soil construction side slope of the tested anchor rod part is settled during detection and use, the sleeved sliding block drives the stressed sleeve column to move downwards. The sleeve-joint sliding block downwards extrudes the extrusion spring to realize compression, the sensing column downwards extrudes the extrusion block, and the extrusion block carries the rubber press block to realize downward movement. The rubber press block is compressed at the sensing end of the pressure sensor, the sleeve-joint sliding block drives the sensing block to move downwards, the sensing block approaches to the distance sensor, and the sensing distance of the distance sensor changes. When the pressure value is different from the set pressure value of the controller, and the distance data is different from the set distance of the controller, the settlement problem occurs at the rock-soil construction slope position of the tested anchor rod part.
Preferably, the synchronous alignment assembly comprises a counterweight sleeve block fixedly arranged at the bottom end of the stressed steel rope; the inside of the counterweight sleeve block is penetrated with a sliding support rod in sliding connection, the bottom end of the sliding support rod is integrally formed with a linkage plate through die casting, a supporting bottom plate is arranged below the linkage plate, a linkage support is fixedly connected to the top end of the supporting bottom plate and positioned on one side of the counterweight sleeve block, a linkage sleeve block and a sliding cross rod are sequentially arranged on one side of the linkage support from outside to inside, a guide frame plate fixedly connected with the top end of the supporting bottom plate is arranged on the outer wall of the linkage sleeve block, a sliding vertical rod penetrating through the linkage sleeve block is welded on the top end of the inner wall of the guide frame plate, and the linkage sleeve block is respectively in vertical sliding connection with the sliding vertical rod and the guide frame plate; an adjusting electric cylinder fixedly connected with the top end of a supporting bottom plate is arranged on one side of the guide frame plate, a linkage support block is fixedly connected to the output end of the adjusting electric cylinder, a sliding frame plate is integrally formed above the linkage support block through die casting, an L-shaped sleeve block is welded at the top end of the linkage support, a linkage sliding rod in sliding connection penetrates through the inner wall of the linkage support, a concave support plate with a concave cross section is welded on one side of the L-shaped sleeve block, a pushing electric cylinder is fixedly arranged on the other side of the L-shaped sleeve block, a concave support plate is welded with the linkage support plate, the pushing electric cylinder and the linkage sliding rod are fixedly connected with the sliding frame plate, the linkage sleeve block is in sliding connection with the outer wall of the sliding cross rod, and one end part of the sliding cross rod and one side of the linkage support are integrally formed through die casting; one side of the adjusting electric cylinder is sequentially and fixedly provided with a controller and a storage battery from top to bottom.
According to the embodiment, when the detection is used, the adjusting electric cylinder drives the linkage support block to move upwards, the linkage support block carries the sliding frame plate to move upwards, and the sliding frame plate drives the linkage sliding rod to move upwards in the upward moving process, so that the L-shaped sleeve block moves upwards, and the linkage support plate moves upwards to a specified height position. Four test stock positions can remove rock construction side slope reconnaissance position department, and the linking bridge makes the slip horizontal pole drive the linkage cover piece and vertically slides along slip montant outer wall, and the linkage board can make the counter weight cover piece shift up to appointed high position in step. The controller is used for starting the output end of the pushing electric cylinder to push the L-shaped sleeve block to move, the L-shaped sleeve block slides along the guide of the inner wall of the sliding frame plate, the L-shaped sleeve block drives the concave support plate to enable the linkage support plate to move horizontally, the linkage support plate carries a plurality of guide slide frames to move synchronously, the guide slide bars enable the sleeve-joint slide blocks to move, the sleeve-joint slide blocks drive the test anchor rods to achieve insertion and connection to the rock-soil construction side slope surface, and synchronous insertion and connection detection of the test anchor rods is completed.
The invention has the following advantages:
1. According to the invention, the synchronous counterweight detection mechanism is adopted to start the lower pressure cylinder to drive the lower pressing block to move downwards, the stressed steel rope slides along the inner walls of the through hole discs, the linkage support plate provides a supporting force for the support plate, the linkage support rod provides a stable supporting force for the through hole discs, the bottom end of the stressed steel rope drives the counterweight sleeve block to slide upwards along the outer wall of the sliding support rod, the stressed steel rope can slide along the inner walls of the stressed holes, the stressed steel rope enables the stressed sleeve columns to bear vertical counterweight force, and after the plurality of test anchor rods are inserted into the rock construction side slope, the plurality of test anchor rods can synchronously bear vertical designated counterweight prestress to detect, synchronous settlement investigation detection is realized for the point positions of the rock construction side slope, and the investigation detection efficiency of the rock construction side slope is effectively improved.
2. According to the invention, when the synchronous detection assembly is utilized to enable the rock-soil construction slope of the tested anchor rod part to subside, the sleeved sliding block slides downwards along the outer wall of the guide sliding rod and the inner wall of the guide sliding frame, the sleeved sliding block extrudes the extrusion spring downwards to realize compression, the sensing column slides downwards along the inner wall of the sliding sleeve block, the sensing column extrudes the extrusion block downwards, the rubber pressing block compresses on the sensing end of the pressure sensor, the sensing block approaches to the distance sensor, the sensing distance of the distance sensor changes, the investigation settlement problem can be known to occur at the rock-soil construction slope position of the tested anchor rod part, and the multi-point synchronous investigation detection can be realized for the rock-soil construction slope.
3. According to the invention, the synchronous alignment assembly is used for starting the adjusting cylinder to drive the linkage support block to move upwards, the sliding frame plate drives the linkage slide rod to enable the L-shaped sleeve block to move upwards in the upward moving process, the four test anchor rod positions can be moved to the position of the rock-soil construction slope investigation position, the linkage support enables the sliding cross rod to drive the linkage sleeve block to slide vertically along the outer wall of the sliding vertical rod, the counterweight sleeve block is enabled to move upwards synchronously to the designated height position, the output end of the pushing cylinder is started to push the L-shaped sleeve block to move, the L-shaped sleeve block slides along the inner wall of the sliding frame plate in a guiding manner, the L-shaped sleeve block drives the concave support plate to enable the linkage support plate to move horizontally, a plurality of test anchor rods can be synchronously inserted into the rock-soil construction slope to realize synchronous upward moving of the test anchor rods, the test anchor rods are synchronously and dispersedly inserted into the rock-soil construction slope for investigation detection, and the detection efficiency of the rock-soil construction slope investigation butt joint is greatly improved.
According to the mutual influence of the functions, firstly, the plurality of test anchor rods are synchronously and dispersedly inserted into the rock-soil construction slope, then the plurality of test anchor rods are synchronously subjected to vertical appointed counterweight prestress to synchronously detect, finally, whether the position of the rock-soil construction slope of the test anchor rod part is subjected to sedimentation problem is accurately known, synchronous counterweight detection can be realized on the position of the plurality of rock-soil construction slope, the distance and pressure change data of the sedimentation investigation part are synchronously sensed, the detection speed is faster, and the detection efficiency is greatly improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It will be apparent to those of ordinary skill in the art that the drawings in the following description are exemplary only and that other implementations can be obtained from the extensions of the drawings provided without inventive effort.
The structures, proportions, sizes, etc. shown in the present specification are shown only for the purposes of illustration and description, and are not intended to limit the scope of the invention, which is defined by the claims, so that any structural modifications, changes in proportions, or adjustments of sizes, which do not affect the efficacy or the achievement of the present invention, should fall within the ambit of the technical disclosure.
FIG. 1 is a schematic diagram of a front view structure of a rock-soil construction side slope investigation detection device;
FIG. 2 is a schematic diagram of a rear view structure of a rock-soil construction side slope investigation detection device of the invention;
FIG. 3 is a schematic view of a truncated partial structure of the joint of the linked support plate and the concave support plate;
FIG. 4 is an enlarged schematic view of the structure of FIG. 3A according to the present invention;
FIG. 5 is a schematic view of a broken partial structure of the joint of the linkage support plate and the inclined support plate;
FIG. 6 is a schematic diagram of a front view of a synchronous detection assembly according to the present invention;
FIG. 7 is a schematic view of a bottom partial structure of a synchronous detection assembly according to the present invention;
FIG. 8 is a schematic view of a broken partial structure of the connection of the stressed steel rope and the sliding support rod;
FIG. 9 is a schematic view of a part of the structure of the connection between the adjusting cylinder and the controller according to the present invention;
FIG. 10 is a schematic view of the partial structure of the joint of the L-shaped sleeve block and the linkage slide bar;
In the figure: 1. a linkage support plate; 2. a guide slide frame; 3. sleeving a sliding block; 4. testing the anchor rod; 5. a stress sleeve column; 6. a stress hole; 7. a support plate; 8. sleeving a support ring; 9. a linkage strut; 10. a through-hole tray; 11. a stressed steel rope; 12. a lower pressing plate; 13. pressing the block; 14. a lower pressure cylinder; 15. positioning sleeve blocks; 16. an inclined support plate; 17. a sliding column; 18. a connecting block; 19. a guide sleeve block; 20. a guide slide bar; 21. extruding a spring; 22. a sensing column; 23. extruding a block; 24. a rubber briquetting; 25. a pressure sensor; 26. a support block; 27. a sliding sleeve block; 28. a distance sensor; 29. an induction block; 30. a counterweight sleeve block; 31. a sliding support rod; 32. a linkage plate; 33.a support base plate; 34. a linkage bracket; 35. a linkage sleeve block; 36. a sliding cross bar; 37. sliding vertical rods; 38. a guide frame plate; 39. adjusting an electric cylinder; 40. a linkage support block; 41. sliding the frame plate; 42. an L-shaped sleeve block; 43. a linkage slide bar; 44. pushing the electric cylinder; 45. a concave support plate; 46. a controller; 47. and a storage battery.
Detailed Description
Other advantages and advantages of the present invention will become apparent to those skilled in the art from the following detailed description, which, by way of illustration, is to be read in connection with certain specific embodiments, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
1-10, The rock-soil construction side slope investigation and detection equipment is provided with a synchronous counterweight detection mechanism, a synchronous detection assembly and a synchronous alignment assembly, the synchronous counterweight detection can be realized by the arrangement of each mechanism and assembly on a plurality of rock-soil construction side slope points, the detection speed is faster, the detection efficiency is greatly improved, and the specific structures of each mechanism and assembly are as follows.
In this embodiment, as shown in fig. 1-5, the synchronous counterweight detecting mechanism includes a test anchor rod 4 mounted on one side of a sleeve-joint slider 3, and a stress sleeve column 5 is integrally formed on the other side of the sleeve-joint slider 3 through die casting, the inner wall of the stress sleeve column 5 is penetrated with a stress hole 6, and the other side of the linkage support plate 1 is fixedly connected with a plurality of support plates 7 in sequence from left to right; the top end of each supporting plate 7 is fixedly connected with a sleeved supporting ring 8, a linkage supporting rod 9 is welded on the concentric center of the inner wall of the sleeved supporting ring 8, one end part of the linkage supporting rod 9 is fixedly connected with a through hole disc 10 with a circular vertical section, and a stress steel rope 11 which penetrates through a plurality of stress holes 6 in a sliding manner is arranged in the through hole disc 10; the top end of the stress steel rope 11 is fixedly connected with a lower pressing plate 12, a lower pressing block 13 is welded at the top end of the lower pressing plate 12 and positioned at one side of the stress steel rope 11, and a lower pressure cylinder 14 for providing lower pressure is fixedly connected at the top end of the lower pressing block 13; a synchronous detection component is arranged in the sleeve joint sliding block 3; the bottom of the stress steel rope 11 is provided with a synchronous alignment component.
In this embodiment, as shown in fig. 3-5, a positioning sleeve block 15 for guiding the stressed steel rope 11 is welded at one end of the linkage support plate 1, and the inner wall of the positioning sleeve block 15 is vertically and slidably connected with the outer wall of the stressed steel rope 11. So that the positioning sleeve block 15 can realize a guiding function on the outer wall of the stressed steel rope 11, and ensure that the stressed steel rope 11 stably realizes vertical sliding. One side of the lower pressing plate 12 is provided with an inclined support plate 16 fixedly connected with the linkage support plate 1, the top end of the inclined support plate 16 is provided with a connecting block 18, the top end of the connecting block 18 is provided with a sliding column 17 for supporting the stressed steel rope 11 to slide, and one side of the inclined support plate 16 is welded with a guide sleeve block 19 for guiding the stressed steel rope 11; the connecting block 18 and the lower piezoelectric cylinder 14 are fixedly connected with the inclined support plate 16, and the outer wall of the stressed steel rope 11 is vertically and slidably connected with the inner wall of the guide sleeve block 19. So that the top end of the stressed steel rope 11 is driven by the lower pressure plate 12 to move downwards along the guide sleeve block 19, the stressed steel rope 11 slides on the outer wall of the sliding column 17, the inclined support plate 16 provides stable support for the lower pressure cylinder 14 and the connecting block 18, the stressed steel rope 11 is ensured to realize stable movement, and the stressed steel rope 11 is prevented from deviating.
In this embodiment, as shown in fig. 6-7, the synchronous detection assembly includes a guide slide bar 20 slidably mounted inside the socket slide 3; the outer wall of the guide slide bar 20 is slidably connected with an extrusion spring 21 for extruding the sleeve-joint slide block 3, the bottom end of the sleeve-joint slide block 3 is fixedly connected with a sensing column 22 at one side of the extrusion spring 21, an extrusion block 23, a rubber press block 24 and a pressure sensor 25 are sequentially arranged below the sensing column 22 from top to bottom, and a support block 26 fixedly connected with the guide slide frame 2 is arranged at the bottom end of the pressure sensor 25; one side of the guide sliding frame 2 is fixedly connected with a sliding sleeve block 27 for guiding the sensing column 22, the top end of the sliding sleeve block 27 is fixedly connected with a distance sensor 28 at one side of the sensing column 22, an induction block 29 fixedly connected with the bottom end of the sleeving sliding block 3 is arranged above the distance sensor 28, and the distance sensor 28 is used for sensing the downward moving distance of the induction block 29. The sensing column 22 is fixedly connected with the pressing block 23 in a concentric manner, the pressing block 23 and the pressure sensor 25 are fixed with the rubber pressing block 24 through hot melt adhesives, and the top end of the supporting block 26 is fixed with the bottom end of the pressure sensor 25 through hot melt adhesives. The outer wall of the sensing column 22 is vertically and slidably connected with the inner wall of the sliding sleeve block 27, and the outer part of the sensing column 22 and the inner wall of the sliding sleeve block 27 are polished.
In this embodiment, as shown in fig. 8-10, the synchronous alignment assembly includes a counterweight sleeve block 30 fixedly disposed at the bottom end of the load-bearing steel rope 11. The inside of the counterweight sleeve block 30 is penetrated with a sliding support rod 31 in sliding connection, the bottom end of the sliding support rod 31 is integrally formed with a linkage plate 32 through die casting, a supporting bottom plate 33 is arranged below the linkage plate 32, a linkage bracket 34 is fixedly connected to the top end of the supporting bottom plate 33 and positioned at one side of the counterweight sleeve block 30, a linkage sleeve block 35 and a sliding cross rod 36 are sequentially arranged at one side of the linkage bracket 34 from outside to inside, the outer wall of the linkage sleeve block 35 is provided with a guide frame plate 38 fixedly connected with the top end of the supporting bottom plate 33, the top end of the inner wall of the guide frame plate 38 is welded with a sliding vertical rod 37 penetrating through the linkage sleeve block 35, and the linkage sleeve block 35 is respectively in vertical sliding connection with the sliding vertical rod 37 and the guide frame plate 38; an adjusting cylinder 39 fixedly connected with the top end of the supporting bottom plate 33 is arranged on one side of the guide frame plate 38.
The output end of the adjusting cylinder 39 is fixedly connected with a linkage support block 40, a sliding frame plate 41 is integrally formed above the linkage support block 40 through die casting, an L-shaped sleeve block 42 is welded at the top end of the linkage support 34, a linkage sliding rod 43 in sliding connection penetrates through the inner wall of the linkage plate 32, a concave support plate 45 with a concave cross section is welded at one side of the L-shaped sleeve block 42, a pushing cylinder 44 is fixedly mounted at the other side of the L-shaped sleeve block 42, the concave support plate 45 is welded with the linkage support plate 1, the pushing cylinder 44 and the linkage sliding rod 43 are fixedly connected with the sliding frame plate 41, the linkage sleeve block 35 is in sliding connection with the outer wall of the sliding cross rod 36, and one end part of the sliding cross rod 36 and one side of the linkage support 34 are integrally formed through die casting; a controller 46 and a storage battery 47 are fixedly installed on one side of the adjustment cylinder 39 in sequence from top to bottom.
The application method of the rock-soil construction side slope investigation and detection equipment comprises the following steps:
In the first step, when the invention is placed, the supporting bottom plate 33 is placed at the ground position of the rock-soil construction slope, the tips of the plurality of test anchor rods 4 can face the rock-soil construction slope, and anchor rods are inserted and installed at the four corner through holes on the supporting bottom plate 33, so that the supporting bottom plate 33 is fixed.
In the second step, when the invention performs synchronous alignment, the whole detection equipment is powered by the storage battery 47, and the controller 46 starts the adjusting cylinder 39 to drive the linkage support block 40 to move upwards. The linkage support block 40 carries the sliding frame plate 41 to move upwards, and the sliding frame plate 41 drives the linkage slide bar 43 to move upwards in the upward moving process, the L-shaped sleeve block 42 carries the concave support plate 45 to move upwards the linkage support plate 1, and the linkage support plate 1 moves upwards to the designated height position. The four test anchor rods 4 can be moved to the position of the rock-soil construction side slope investigation, and when the L-shaped sleeve block 42 moves upwards, the linkage support 34 is driven to synchronously move upwards the linkage plate 32.
The linkage support 34 enables the sliding cross rod 36 to drive the linkage sleeve block 35 to vertically slide along the outer wall of the sliding vertical rod 37, meanwhile, the linkage sleeve block 35 slides upwards along the inner wall of the guide frame plate 38, and the linkage plate 32 can enable the counterweight sleeve block 30 to synchronously move upwards to a designated height position. Then the output end of the pushing cylinder 44 is started through the controller 46 to push the L-shaped sleeve block 42 to move, the L-shaped sleeve block 42 slides along the outer wall of the linkage slide rod 43 in a guiding way, meanwhile, the L-shaped sleeve block 42 slides along the inner wall of the sliding frame 41 in a guiding way, the L-shaped sleeve block 42 drives the concave support plate 45 to enable the linkage support plate 1 to move horizontally, the linkage support plate 1 carries a plurality of guide slide frames 2 to move synchronously, the guide slide frames 2 drive the guide slide rods 20 to enable the sleeving slide blocks 3 to move, and the sleeving slide blocks 3 drive the test anchor rods 4 to realize splicing to a geotechnical construction edge slope. The plurality of test anchor rods 4 can be synchronously inserted into the rock-soil construction slope, so that synchronous up-regulation is completed, and the plurality of test anchor rods 4 are synchronously subjected to butt joint investigation and detection.
And step three, in the synchronous weight detection process, the controller 46 starts the lower pressure cylinder 14 to drive the lower pressure block 13 to move downwards. The lower pressing block 13 drives the lower pressing plate 12 to slide downwards, meanwhile, the lower pressing plate 12 drives the top end of the stressed steel rope 11 to move downwards along the inner wall of the guide sleeve block 19, the stressed steel rope 11 slides on the outer wall of the sliding column 17, the inclined support plate 16 provides stable support for the lower piezoelectric cylinder 14 and the connecting block 18, and the connecting block 18 provides stable support force for the sliding column 17. The stress steel rope 11 slides along the inner walls of the through hole discs 10, the support plate 7 is provided with a support force through the linkage support plate 1, the support plate 7 enables the sleeve support ring 8 to provide a stable support force for the linkage support rod 9, and the linkage support rod 9 provides a stable support force for the through hole discs 10. The through hole discs 10 can stably guide the stressed steel rope 11 to slide, the bottom ends of the stressed steel ropes 11 drive the counterweight sleeve blocks 30 to slide upwards along the outer wall of the sliding supporting rod 31, the stressed steel ropes 11 can bear the weight through the weight distribution of the sliding supporting rod 31, the stressed steel ropes 11 can slide along the inner walls of the stressed holes 6, the stressed steel ropes 11 enable the stressed sleeve columns 5 to bear the vertical weight distribution, the test anchor rods 4 are inserted into the rock-soil construction slope to provide supporting force, the test anchor rods 4 provide supporting force for the sleeved sliding blocks 3, the sleeved sliding blocks 3 provide supporting force for the stressed sleeve columns 5, the stressed sleeve columns 5 provide vertical supporting force for the stressed steel ropes 11, and the test anchor rods 4 are subjected to vertical specified counterweight prestress.
And fourthly, finally, when the rock-soil construction side slope of one of the test anchor rods 4 is settled during synchronous detection, one of the test anchor rods 4 drives the corresponding sleeved sliding block 3 to move downwards, and the sleeved sliding block 3 drives the stressed sleeve column 5 to move downwards. Meanwhile, the sleeving sliding block 3 slides downwards along the outer wall of the guide sliding rod 20 and the inner wall of the guide sliding frame 2, the sleeving sliding block 3 downwards extrudes the extrusion spring 21 to realize compression, the sleeving sliding block 3 drives the sensing column 22 to slide downwards along the inner wall of the sliding sleeve block 27, the sensing column 22 downwards extrudes the extrusion block 23, and the extrusion block 23 carries the rubber pressing block 24 to realize downward movement. The rubber press block 24 realizes compression on the sensing end of the pressure sensor 25, and the supporting block 26 provides stable supporting force for the pressure sensor 25, and the pressure sensor 25 senses pressure value change. Meanwhile, when the sleeving sliding block 3 moves downwards, the sleeving sliding block 3 drives the sensing block 29 to move downwards, the sensing block 29 approaches to the distance sensor 28, and the sensing distance of the distance sensor 28 changes. When the pressure value is different from the set pressure value of the controller 46, and the distance data is different from the set distance of the controller 46, the problem of investigation settlement occurs at the rock-soil construction side slope position of the test anchor rod 4 part is known, and investigation detection operation can be realized by using physical gravity.
The details not described in detail in the specification belong to the prior art known to those skilled in the art, and model parameters of each electric appliance are not specifically limited, and conventional equipment is used.
While the invention has been described in detail in the foregoing general description and specific examples, it will be apparent to those skilled in the art that modifications and improvements can be made thereto. Accordingly, such modifications or improvements may be made without departing from the spirit of the invention and are intended to be within the scope of the invention as claimed.
Claims (10)
1. The utility model provides a rock soil construction side slope reconnaissance check out test set, includes linkage extension board (1), one side of linkage extension board (1) from left to right fixedly connected with a plurality of direction sliding frame (2) in proper order, every the equal vertical sliding connection of inner wall of direction sliding frame (2) has cup joints slider (3), its characterized in that: one side of the sleeving sliding block (3) is provided with a synchronous counterweight detection mechanism;
The synchronous counterweight detection mechanism comprises a test anchor rod (4) arranged on one side of a sleeved sliding block (3), a stress sleeve column (5) is integrally formed on the other side of the sleeved sliding block (3) through die casting, a stress hole (6) is formed in the inner wall of the stress sleeve column (5) in a penetrating manner, and a plurality of support plates (7) are fixedly connected on the other side of the linkage support plate (1) from left to right in sequence;
The top end of each supporting plate (7) is fixedly connected with a sleeved supporting ring (8), a linkage supporting rod (9) is welded on the concentric center of the inner wall of each sleeved supporting ring (8), one end part of each linkage supporting rod (9) is fixedly connected with a through hole disc (10) with a circular vertical section, and a stress steel rope (11) which penetrates through a plurality of stress holes (6) in a sliding manner is arranged in each through hole disc (10);
The top end of the stress steel rope (11) is fixedly connected with a lower pressing plate (12), a lower pressing block (13) is welded at the top end of the lower pressing plate (12) and positioned at one side of the stress steel rope (11), and a lower piezoelectric cylinder (14) for providing lower pressure is fixedly connected with the top end of the lower pressing block (13);
A synchronous detection assembly is arranged in the sleeve joint sliding block (3);
The bottom of atress steel cable (11) is equipped with synchronous counterpoint subassembly.
2. The geotechnical construction slope investigation detection device of claim 1, wherein: the sleeved sliding block (3) and the test anchor rod (4) are integrally formed through die casting, and the vertical cross-sectional area of one end of the test anchor rod (4) is smaller than that of the other end of the test anchor rod;
the sleeve joint sliding block (3) and the test anchor rod (4) are both made of stainless steel.
3. The geotechnical construction slope investigation detection device of claim 1, wherein: the center point of the stress sleeve column (5) is higher than the center point of the through hole disc (10);
The top of atress steel cable (11) runs through a plurality of through-hole dish (10) in proper order from left to right, a plurality of through-hole dish (10) all with atress steel cable (11) outer wall sliding connection.
4. The geotechnical construction slope investigation detection device of claim 1, wherein: one end of the linkage support plate (1) is welded with a positioning sleeve block (15) for guiding the stressed steel rope (11), and the inner wall of the positioning sleeve block (15) is vertically and slidably connected with the outer wall of the stressed steel rope (11).
5. The geotechnical construction slope investigation detection device of claim 1, wherein: one side of the lower pressing plate (12) is provided with an inclined support plate (16) fixedly connected with the linkage support plate (1), the top end of the inclined support plate (16) is provided with a connecting block (18), the top end of the connecting block (18) is provided with a sliding column (17) for supporting the stressed steel rope (11) to slide, and one side of the inclined support plate (16) is welded with a guide sleeve block (19) for guiding the stressed steel rope (11);
The connecting blocks (18) and the lower piezoelectric cylinders (14) are fixedly connected with the inclined support plates (16), and the outer walls of the stressed steel ropes (11) are vertically and slidably connected with the inner walls of the guide sleeve blocks (19).
6. The geotechnical construction slope investigation detection device of claim 1, wherein: the synchronous detection assembly comprises a guide sliding rod (20) which is slidably arranged in the sleeve-joint sliding block (3);
The outer wall of the guide sliding rod (20) is slidably connected with an extrusion spring (21) for extruding the sleeve-joint sliding block (3), a sensing column (22) is fixedly connected to the bottom end of the sleeve-joint sliding block (3) and positioned at one side of the extrusion spring (21), an extrusion block (23), a rubber block (24) and a pressure sensor (25) are sequentially arranged below the sensing column (22) from top to bottom, and a supporting block (26) fixedly connected with the guide sliding frame (2) is arranged at the bottom end of the pressure sensor (25);
One side fixedly connected with of direction sliding frame (2) is used for leading slip cap piece (27) of sensing post (22), the top of slip cap piece (27) just is located sensing post (22) one side position fixedly connected with distance sensor (28), the top of distance sensor (28) be equipped with cup joint slider (3) bottom fixed connection's sensing piece (29), distance sensor (28) are used for sensing piece (29) and move down the distance.
7. The rock-soil construction side slope reconnaissance detection apparatus of claim 6, wherein: the sensing column (22) is fixedly connected with the extrusion block (23) in concentric center, the extrusion block (23) and the pressure sensor (25) are fixed with the rubber pressing block (24) through hot melt adhesive, and the top end of the supporting block (26) is fixedly connected with the bottom end of the pressure sensor (25) through hot melt adhesive.
8. The rock-soil construction side slope reconnaissance detection apparatus of claim 6, wherein: the outer wall of the sensing column (22) is vertically and slidably connected with the inner wall of the sliding sleeve block (27), and the outer part of the sensing column (22) and the inner wall of the sliding sleeve block (27) are polished.
9. The geotechnical construction slope investigation detection device of claim 1, wherein: the synchronous alignment assembly comprises a counterweight sleeve block (30) fixedly arranged at the bottom end of the stressed steel rope (11);
The inside of counter weight cover piece (30) is run through and is had sliding connection's slip branch (31), the bottom of slip branch (31) is through die casting integration shaping has gangboard (32) the back plate (33) is installed to the below of gangboard (32) the top of back plate (33) just is located counter weight cover piece (30) one side position fixedly connected with linkage support (34), linkage cover piece (35) and slip horizontal pole (36) are installed in proper order to one side of linkage support (34) from outside to inside, the outer wall of linkage cover piece (35) is equipped with guide frame board (38) with back plate (33) top fixed connection, the interior wall top welding of guide frame board (38) has slide montant (37) that runs through linkage cover piece (35), vertical sliding connection between linkage cover piece (35) and guide frame board (38) respectively;
An adjusting electric cylinder (39) fixedly connected with the top end of a supporting bottom plate (33) is installed on one side of a guide frame plate (38), a linkage support block (40) is fixedly connected to the output end of the adjusting electric cylinder (39), a sliding frame plate (41) is integrally formed above the linkage support block (40) through die casting, an L-shaped sleeve block (42) is welded on the top end of a linkage support (34), a sliding connection linkage slide rod (43) penetrates through the inner wall of the linkage plate (32), a concave support plate (45) with a concave cross section is welded on one side of the L-shaped sleeve block (42), a pushing electric cylinder (44) is fixedly installed on the other side of the L-shaped sleeve block (42), the concave support plate (45) is welded with the linkage support plate (1), and the pushing electric cylinder (44) and the linkage slide rod (43) are fixedly connected with the sliding frame plate (41).
10. The geotechnical construction slope investigation detection device of claim 9, wherein: the linkage sleeve block (35) is in sliding connection with the outer wall of the sliding cross rod (36), and one end part of the sliding cross rod (36) and one side of the linkage bracket (34) are integrally formed through die casting;
A controller (46) and a storage battery (47) are fixedly arranged on one side of the adjusting electric cylinder (39) from top to bottom in sequence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410453828.6A CN118049977B (en) | 2024-04-16 | 2024-04-16 | Rock-soil construction side slope reconnaissance check out test set |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410453828.6A CN118049977B (en) | 2024-04-16 | 2024-04-16 | Rock-soil construction side slope reconnaissance check out test set |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN118049977A CN118049977A (en) | 2024-05-17 |
| CN118049977B true CN118049977B (en) | 2024-06-14 |
Family
ID=91054008
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202410453828.6A Active CN118049977B (en) | 2024-04-16 | 2024-04-16 | Rock-soil construction side slope reconnaissance check out test set |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN118049977B (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108692717A (en) * | 2018-07-03 | 2018-10-23 | 佛山市佛禅健康管理有限公司 | A kind of geotechnical engineering investigation measurement device |
| CN114592508A (en) * | 2022-03-02 | 2022-06-07 | 许攀攀 | Information-based integrated supervision equipment for geotechnical engineering investigation |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2535768B (en) * | 2015-02-27 | 2018-08-29 | 3D Laser Mapping Ltd | Monitoring an environment |
-
2024
- 2024-04-16 CN CN202410453828.6A patent/CN118049977B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108692717A (en) * | 2018-07-03 | 2018-10-23 | 佛山市佛禅健康管理有限公司 | A kind of geotechnical engineering investigation measurement device |
| CN114592508A (en) * | 2022-03-02 | 2022-06-07 | 许攀攀 | Information-based integrated supervision equipment for geotechnical engineering investigation |
Also Published As
| Publication number | Publication date |
|---|---|
| CN118049977A (en) | 2024-05-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN118049977B (en) | Rock-soil construction side slope reconnaissance check out test set | |
| CN212780289U (en) | Testing machine for determining creep ratio of thermoplastic plastic pipe | |
| CN201765086U (en) | Reverse rack hanging device | |
| CN113865521B (en) | Device for detecting flatness of inner side of template and operation method | |
| CN214503137U (en) | Geological rock soil reconnaissance strength test device | |
| CN109187214B (en) | A girder steel bearing capacity strength test machine for room is built | |
| CN109932246B (en) | Geosynthetic material roof pressure creep test device | |
| CN113654753A (en) | Assembled wallboard detection device and using method thereof | |
| CN210166157U (en) | Descending following testing device for jack | |
| CN204461981U (en) | A kind of pile tube Vertical Static Loading Test visual Simulation device | |
| CN210268589U (en) | Soft-packaged electrical core testing device | |
| CN212008144U (en) | Concrete slab rigidity detection device | |
| CN111693376B (en) | Concrete compressive strength detection device | |
| CN221148466U (en) | Auxiliary supporting structure for laboratory mortar bonding strength detection detector | |
| CN214011162U (en) | House building energy-saving detection device | |
| CN219347588U (en) | Digital display type quick height inspection tool for swinging rod | |
| CN214011131U (en) | Multifunctional supervision wall detection device | |
| CN217466547U (en) | Concrete road surface hardness detection device | |
| CN214065955U (en) | Measure device of building ground flatness | |
| CN219038667U (en) | Anti push-pull intensity appraisal testing arrangement of house main body structure | |
| CN212747732U (en) | Speed reducer part height detection mechanism | |
| CN214333596U (en) | Bridge pier column steel reinforcement cage detection device | |
| CN212340589U (en) | Spring detection device for intelligent lock | |
| CN220305065U (en) | Stainless steel pipe hardness detection device | |
| CN215179344U (en) | Concrete compressive strength detection device that hydraulic engineering quality detected |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant |