CN114034245A - Soil collapse volume measuring device for municipal engineering - Google Patents
Soil collapse volume measuring device for municipal engineering Download PDFInfo
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- CN114034245A CN114034245A CN202111320668.0A CN202111320668A CN114034245A CN 114034245 A CN114034245 A CN 114034245A CN 202111320668 A CN202111320668 A CN 202111320668A CN 114034245 A CN114034245 A CN 114034245A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/08—Measuring arrangements characterised by the use of optical techniques for measuring diameters
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/22—Measuring arrangements characterised by the use of optical techniques for measuring depth
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- Length Measuring Devices By Optical Means (AREA)
Abstract
The invention relates to the technical field of municipal engineering, and discloses a device for measuring the landslide volume for municipal engineering, which comprises: the utility model provides a three set of block and L type piece, L type piece is provided with three groups, and the triangle of three L type pieces of group and the three set of block is corresponding, the upper surface of L type piece is provided with laser positioning appearance, all be provided with three fixture of group on three set of block and the L type piece, fixture includes carrier block, vallecular room, reflector panel, pulling rod, magnet one, C type grip block, magnet two and spring one. This kind of municipal works are with soil collapse volume measuring device fixes the position of three groups of telescopic links to confirm the central point of triangle-shaped block in the position of collapsing, and confirm the length of each telescopic link through measuring, and the length of two telescopic links of value add the longest length and establish the maximum diameter value, can effectually carry out effectual measurement to the diameter of the position of collapsing, thereby can establish the follow-up volume that needs to fill in required material.
Description
Technical Field
The invention relates to the technical field of municipal engineering, in particular to a device for measuring the landslide volume for municipal engineering.
Background
Various buildings, structures, equipment and the like are arranged in the planning and construction range of urban areas and towns (villages) and provide paid or uncompensated public products and services for residents based on government responsibilities and obligations. The construction of various public infrastructures matched with urban life belongs to the field of municipal engineering.
When the soil collapses, the volume of the collapse position needs to be calculated, so that the maximum material filling amount of the collapse position needs to be obtained, the volume of the collapse position needs to be calculated, and the maximum diameter value of the collapse position and the collapse depth need to be measured.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a soil collapse volume measuring device for municipal engineering, which can effectively measure the maximum diameter value and the depth of a collapse part, so that the collapse part can be timely filled, the soil can be rapidly used, the operation of workers is convenient, the measuring efficiency is improved, and the problems in the background art are solved.
The invention provides the following technical scheme: a municipal works land landslide volume measuring device, comprising: the laser positioning device comprises a triangular block body and an L-shaped block, wherein three groups of L-shaped blocks are arranged, the three groups of L-shaped blocks correspond to the triangle of the triangular block body, a laser positioning instrument is arranged on the upper surface of the L-shaped block, three groups of clamping mechanisms are arranged on the triangular block body and the L-shaped blocks respectively, each clamping mechanism comprises a bearing block, a groove chamber, a reflecting plate, a pulling rod, a first magnet, a second C-shaped clamping plate, a second magnet and a first spring, one side of the bearing block is fixedly connected with the side surface of the triangular block body and the opposite side surface of the L-shaped block and the triangular block respectively, the groove chamber is arranged in the inner cavity of the bearing block, one side of the reflecting plate is fixedly connected with the inner wall of the groove chamber, the outer surface of the pulling rod is connected with the two sides of the groove chamber in a sliding manner, the outer side of the C-shaped clamping plate is fixedly connected with one end of the pulling rod, the first magnet and the second magnet are oppositely arranged, and one sides of the first magnet and the second magnet are fixedly arranged on the opposite sides of the C-shaped clamping plate respectively, the two ends of the first spring are fixedly mounted on the outer side of the C-shaped clamping plate and the inner wall of the groove chamber respectively, an I-shaped clamping rod is connected between the C-shaped clamping plates in a clamped mode, telescopic rods are fixedly mounted on the opposite sides of the I-shaped clamping rods, and the first magnet and the second magnet are located on the end portions of the opposite sides of the C-shaped clamping plates.
Preferably, the outer wall fixed mounting of triangle block has three fixture of group, and three fixture of group are located left side, right side and back, right side respectively the slotted hole has been seted up on the carrier block among the fixture, the slotted hole runs through the inside of triangle block, the inside fixed mounting of slotted hole has fixed circle piece, sliding connection has the slide bar on the fixed circle piece, one side fixedly connected with spring three of fixed circle piece, and the one end fixed connection of the one end of spring three and slide bar, the other end fixed mounting of slide bar has triangle fixture block one, one side of triangle fixture block one is provided with triangle fixture block two, the opposite side fixedly connected with transition piece of triangle fixture block two.
Preferably, the lower fixed surface of transition piece is connected with the kelly, the inner wall fixedly connected with connecting block of the triangle-shaped block, the surface sliding connection of connecting block and kelly, the equal fixedly connected with fixed block in lower surface both sides of triangle-shaped block, it is connected with the dwang to rotate between the fixed block, the surface one end fixedly connected with gear of dwang, gear and kelly joint.
Preferably, the outer surface of dwang is provided with the rope, the one end fixed mounting of rope has the toper piece, the bottom fixed mounting of toper piece has pressure sensor.
Preferably, the upper surface of the L-shaped block is provided with a limiting mechanism, and the limiting mechanism comprises a telescopic plate, a clamping plate, a first threaded rod, a sliding groove, a sliding block and a second spring.
Preferably, the outer surface of the first threaded rod is in threaded connection with two sides of the upper surface of the L-shaped block, the clamping plate is fixedly connected with the opposite end of the first threaded rod, a laser positioning instrument is arranged between the opposite sides of the clamping plate, the sliding grooves are located at two side ends of the upper surface of the L-shaped block, one end of the second spring is fixedly connected with the lower surface of the sliding groove, the lower surface of the sliding block is fixedly connected with the other end of the second spring, and one side of the expansion plate is fixedly mounted with the opposite side of the sliding block.
Preferably, the lower surface of L type piece is provided with fixed establishment, fixed establishment includes fixed framework, fixed awl, movable plate, two threaded rod, connecting strip, motor, puts thing board and connecting plate.
Preferably, the upper surface of fixed frame body and the lower fixed surface of L type piece are connected, put the both ends of thing board and the lower surface inner wall fixed connection of L type piece, the lower surface of motor and the upper surface fixed mounting who puts the thing board, the surface of threaded rod two is connected with the internal rotation of fixed frame body, and the one end of threaded rod two and the output shaft fixed connection of motor, the inside of movable plate and the surface threaded connection of threaded rod two, the one end of connecting strip and the lower surface four corners position fixed connection of threaded rod two, the upper surface of connecting plate and the lower extreme fixed connection of connecting strip, the upper end of fixed cone and the lower surface both sides fixed connection of connecting plate.
Compared with the prior art, the invention has the following beneficial effects:
1. the device for measuring the landslide volume of the soil for the municipal engineering comprises a clamping mechanism, when a laser positioning instrument emits laser, the position of the laser positioning instrument is positioned through a reflector plate arranged in a bearing block, after the positioning is finished, an I-shaped clamping rod arranged at one end of a telescopic rod is arranged between C-shaped clamping plates, a pulling rod is pushed, the middle part of the I-shaped clamping rod is clamped under the elastic force matching of a spring I, a magnet I and a magnet II arranged at the end parts of the opposite sides of the C-shaped clamping plates generate different magnetism, the position of the C-shaped clamping plate is positioned, the other end of the telescopic rod is fixed on the clamping mechanism of an L-shaped block in the same way, the position of the telescopic rod is limited, the positions of three groups of telescopic rods are fixed according to the operation, and the central position of a triangular block body at the landslide position is determined, the length of each telescopic rod is determined through measurement, the longest length of the two telescopic rods is taken as a value, the maximum diameter value is determined, the diameter of the collapse position can be effectively measured through the structure, the follow-up quantity of materials required to be filled can be determined, workers can conveniently measure and fill, the measuring and filling efficiency is effectively improved, and the practicability of the device is enhanced.
2. The device for measuring the landslide volume for the municipal engineering comprises a sliding rod, a fixed circular block, a triangular clamping block II, a triangular clamping block I, a transition block, a gear, a clamping rod, a bearing block, a rotating rod, a rope, a conical block and a pressure sensor, wherein after the position of the triangular block is determined, an I-shaped clamping rod arranged at the end part of one group of telescopic rods is contacted with the sliding rod, so that the sliding rod moves to the other side of the I-shaped clamping rod, the triangular clamping block II is gradually upwards extruded by the triangular clamping block I arranged at the other end of the sliding rod, the triangular clamping block II is enabled to move upwards, the transition block and the clamping rod are simultaneously driven to move upwards, the clamping rod is enabled not to limit the gear any more, the rope is pulled to move downwards under the influence of the self gravity of the conical block, the rope which is rotatably sleeved on the rotating rod is enabled to drive the rotating rod to rotate, and the conical block is enabled to continuously descend, until the pressure sensor arranged at the bottom of the conical block contacts the bottommost part of the collapse position, a signal is sent to remind a worker, so that the rotation of the rotating rod is stopped, the depth of the collapse position can be determined by measuring the length of the rope at the moment, the depth of the collapse position can be effectively measured by the aid of the structure, the maximum diameter value of the collapse position is measured, calculation is carried out, the volume of the collapse position can be obtained, the maximum amount of materials required for filling can be determined, the worker is further helped to carry out filling operation, the practicability of the device is further improved, and the worker can conveniently operate the device.
3. This kind of volume measurement device is collapsed in soil for municipal works, through setting up fixed establishment, when fixing the position of L type piece, the motor through the inside setting of fixed framework drives threaded rod two and rotates, threaded rod two drives the movable plate downstream, four group's connecting strips of fixed connection on the movable plate drive the connecting plate downstream, the fixed cone that the connecting plate bottom set up inserts ground, fix the position of fixed framework, carry out the rigidity on the position to laser positioning appearance and fixture on L type piece and the L type piece simultaneously, and need not to consider the planarization on ground through the setting of this structure simultaneously, can guarantee that L type piece is in on the horizontal line, improve measuring accuracy nature.
4. This kind of municipal works are with volume measuring device that collapses in soil, through stop gear, when installing laser positioning appearance, through upwards promoting the telescopic link, make the slider upwards slide in the spout inside, arrange laser positioning appearance in the upper surface of L type piece this moment, elasticity performance through spring two, the pulling expansion plate moves down, thereby carry out the centre gripping to laser positioning appearance's upper surface, and support laser positioning appearance's upper surface through the upper surface cooperation of L type piece, through rotating threaded rod one, make threaded rod one go up the splint of connecting and carry out spacingly to laser positioning appearance's both sides, laser positioning appearance's upper surface can be followed in the setting of this structure, lower surface and both sides face, carry out spacing fixed to it, prevent to take place to remove, lead to measuring the inaccurate condition emergence, further improve measuring accuracy nature.
Drawings
FIG. 1 is a schematic view of the overall structure of the apparatus of the present invention;
FIG. 2 is a schematic side sectional view of FIG. 1 in accordance with the present invention;
FIG. 3 is an enlarged view of the structure at A in FIG. 2 according to the present invention;
FIG. 4 is a schematic view of a portion of the structure of FIG. 1 in accordance with the present invention;
FIG. 5 is a schematic front view of the structure of FIG. 1 according to the present invention;
FIG. 6 is an enlarged view of the structure at B in FIG. 5 according to the present invention;
FIG. 7 is a schematic cross-sectional view of a clamping mechanism according to the present invention;
FIG. 8 is a schematic view of a partial cross-sectional structure of FIG. 1 according to the present invention.
In the figure: 1. a triangular block; 2. an L-shaped block; 3. a fixing mechanism; 4. a clamping mechanism; 5. a bearing block; 6. a telescopic rod; 7. a limiting mechanism; 8. a laser positioning instrument; 9. a fixed block; 10. a rope; 11. a tapered block; 12. a pressure sensor; 13. a gear; 14. fixing the frame body; 15. a fixed cone; 16. a retractable plate; 17. a first threaded rod; 18. a splint; 19. a connecting strip; 20. a reflector; 21. a tank chamber; 22. a magnet I; 23. a C-shaped clamping plate; 24. a second magnet; 25. a first spring; 26. pulling a rod; 27. a chute; 28. a slider; 29. a second spring; 30. moving the plate; 31. a second threaded rod; 32. a motor; 33. a storage plate; 34. a connecting plate; 35. an I-shaped clamping rod; 36. fixing the round block; 37. a third spring; 38. a slot; 39. a slide bar; 40. a first triangular clamping block; 41. a triangular clamping block II; 42. a transition block; 43. a clamping rod; 44. connecting blocks; 45. rotating the rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 8, a landslide volume measuring device for municipal works includes: the laser positioning device comprises a triangular block body 1 and an L-shaped block 2, wherein three groups of L-shaped blocks 2 are arranged, the three groups of L-shaped blocks 2 correspond to the triangle of the triangular block body 1, a laser positioning instrument 8 is arranged on the upper surface of the L-shaped block 2, three groups of clamping mechanisms 4 are arranged on each of the triangular block body 1 and the L-shaped block 2, each clamping mechanism 4 comprises a bearing block 5, a groove chamber 21, a reflecting plate 20, a pulling rod 26, a magnet I22, a C-shaped clamping plate 23, a magnet II 24 and a spring I25, one side of each bearing block 5 is fixedly connected with the side surface of the triangular block body 1 and the opposite side surface of the L-shaped block 2 and the triangular block body 1 respectively, the groove chamber 21 is positioned in the inner cavity of the bearing block 5, one side of the reflecting plate 20 is fixedly connected with the inner wall of the groove chamber 21, the outer surface of the pulling rod 26 is slidably connected with the two sides of the groove chamber 21, the outer side of the C-shaped clamping plate 23 is fixedly connected with one end of the pulling rod 26, the magnet I22 and the magnet II 24 are arranged oppositely, one side of a magnet I22 and one side of a magnet II 24 are fixedly arranged on the opposite side of a C-shaped clamping plate 23, two ends of a spring I25 are fixedly arranged on the outer side of the C-shaped clamping plate 23 and the inner wall of a groove chamber 21, an I-shaped clamping rod 35 is clamped between the C-shaped clamping plates 23, a telescopic rod 6 is fixedly arranged on the opposite side of the I-shaped clamping rod 35, the magnet I22 and the magnet II 24 are arranged at the end parts of the opposite sides of the C-shaped clamping plate 23, the laser positioning instrument 8 emits laser, the position of the laser positioning instrument 8 is positioned through a reflecting plate 20 arranged in a bearing block 5, after the positioning is finished, the I-shaped clamping rod 35 arranged at one end of the telescopic rod 6 is arranged between the C-shaped clamping plates 23, the pulling rod 26 is pushed, the middle part of the I-shaped clamping rod 35 is clamped under the elastic force matching of the spring I25, and the magnet I22 and the magnet II 24 arranged at the end parts of the opposite sides of the C-shaped clamping plates 23 generate opposite sides, the position of the C-shaped clamping plate 23 is positioned, and similarly, the other ends of the telescopic rods 6 are fixed on the clamping mechanism 4 of the L-shaped block 2, so that the position of the telescopic rods 6 is limited, the positions of the three groups of telescopic rods 6 are fixed according to the above operation, so that the central position of the triangular block body 1 at the collapse position is determined, the length of each telescopic rod 6 is determined through measurement, and the maximum diameter value is determined by taking the longest length of the sum of the two telescopic rods 6.
Wherein; three groups of clamping mechanisms 4 are fixedly arranged on the outer wall of the triangular block body 1, the three groups of clamping mechanisms 4 are respectively positioned on the left side, the right side and the back side, a slotted hole 38 is formed in a bearing block 5 in the right clamping mechanism 4, the slotted hole 38 penetrates through the inside of the triangular block body 1, a fixed round block 36 is fixedly arranged in the slotted hole 38, a sliding rod 39 is slidably connected onto the fixed round block 36, a spring three 37 is fixedly connected onto one side of the fixed round block 36, one end of the spring three 37 is fixedly connected with one end of the sliding rod 39, a triangular clamping block I40 is fixedly arranged at the other end of the sliding rod 39, a triangular clamping block II 41 is arranged on one side of the triangular clamping block I40, a transition block 42 is fixedly connected onto the other side of the triangular clamping block II 41, a clamping rod 43 is fixedly connected onto the lower surface of the transition block 42, a connecting block 44 is fixedly connected onto the inner wall of the triangular block body 1, and the connecting block 44 is slidably connected with the outer surface of the clamping rod 43, the two sides of the lower surface of the triangular block 1 are fixedly connected with fixed blocks 9, a rotating rod 45 is rotatably connected between the fixed blocks 9, one end of the outer surface of the rotating rod 45 is fixedly connected with a gear 13, the gear 13 is clamped with a clamping rod 43, the outer surface of the rotating rod 45 is provided with a rope 10, one end of the rope 10 is fixedly provided with a conical block 11, the bottom of the conical block 11 is fixedly provided with a pressure sensor 12, after the position of the triangular block 1 is determined, an I-shaped clamping rod 35 arranged at the end part of one group of telescopic rods 6 is contacted with a sliding rod 39, so that the sliding rod 39 moves towards the other side of the I-shaped clamping rod 35, a first triangular clamping block 40 arranged at the other end of the sliding rod 39 gradually extrudes a second triangular clamping block 41 upwards, the second triangular clamping block 41 moves upwards, and simultaneously drives a transition block 42 and the clamping rod 43 to move upwards, so that the clamping rod 43 does not limit the gear 13 any more, therefore, under the influence of the gravity of the tapered block 11, the rope 10 is pulled to move downwards, the rope 10 which is rotatably sleeved on the rotating rod 45 drives the rotating rod 45 to rotate, so that the tapered block 11 continuously descends until the pressure sensor 12 arranged at the bottom of the tapered block 11 contacts the bottommost part of the collapse position, a signal is sent to remind a worker, and the rotation of the rotating rod 45 is stopped, at the moment, the depth of the collapse position can be determined by measuring the length of the rope 10, the volume of the collapse position can be calculated by combining the maximum diameter value of the collapse position measured by the pressure sensor, so that the maximum amount of materials required for filling can be determined, the material filling is performed on the collapse position, the integrity of the ground is ensured, and when the I-shaped clamping rod 35 does not extrude the sliding rod 39, the sliding rod 39 slides to the other side through the spring three 37, so that the first triangular clamping block 40 does not extrude the second triangular clamping block 41 any more, the second triangular clamping block 41 falls downwards, so that the transition block 42 and the clamping rod 43 fall simultaneously, the clamping rod 43 is clamped in the gear 13, the rotating rod 45 is limited in rotation, and the rope 10 is prevented from being pulled by the conical block 11 when undetected.
Wherein; the upper surface of the L-shaped block 2 is provided with a limiting mechanism 7, the limiting mechanism 7 comprises an expansion plate 16, a clamping plate 18, a first threaded rod 17, a sliding groove 27, a sliding block 28 and a second spring 29, the outer surface of the first threaded rod 17 is in threaded connection with two sides of the upper surface of the L-shaped block 2, the clamping plate 18 is fixedly connected with the opposite end of the first threaded rod 17, a laser positioning instrument 8 is arranged between the opposite sides of the clamping plate 18, the sliding groove 27 is positioned at the two side ends of the upper surface of the L-shaped block 2, one end of the second spring 29 is fixedly connected with the lower surface of the sliding groove 27, the lower surface of the sliding block 28 is fixedly connected with the other end of the second spring 29, one side of the expansion plate 16 is fixedly installed with the opposite side of the sliding block 28, the sliding block 28 slides upwards in the sliding groove 27 by pushing the expansion rod 6 upwards, at the moment, the laser positioning instrument 8 is arranged on the upper surface of the L-shaped block 2, and the expansion plate 16 is pulled to move downwards by the elastic performance of the second spring 29, thereby carry out the centre gripping to laser positioning appearance 8's upper surface, and support laser positioning appearance 8's upper surface through the cooperation of the upper surface of L type piece 2, through rotating threaded rod 17 for splint 18 of connecting carries on spacingly to laser positioning appearance 8's both sides on threaded rod 17, accomplishes the spacing installation to laser positioning appearance 8, conveniently fixes a position and measures.
Wherein; the lower surface of the L-shaped block 2 is provided with a fixing mechanism 3, the fixing mechanism 3 comprises a fixing frame body 14, a fixing cone 15, a moving plate 30, a second threaded rod 31, a connecting strip 19, a motor 32, a placing plate 33 and a connecting plate 34, the upper surface of the fixing frame body 14 is fixedly connected with the lower surface of the L-shaped block 2, two ends of the placing plate 33 are fixedly connected with the inner wall of the lower surface of the L-shaped block 2, the lower surface of the motor 32 is fixedly installed with the upper surface of the placing plate 33, the outer surface of the second threaded rod 31 is rotatably connected with the inside of the fixing frame body 14, one end of the second threaded rod 31 is fixedly connected with an output shaft of the motor 32, the inside of the moving plate 30 is in threaded connection with the outer surface of the second threaded rod 31, one end of the connecting strip 19 is fixedly connected with four corners of the lower surface of the second threaded rod 31, the upper surface of the connecting plate 34 is fixedly connected with the lower end of the connecting strip 19, and the upper end of the fixing cone 15 is fixedly connected with two sides of the lower surface of the connecting plate 34, the motor 32 that sets up through fixed frame 14 inside drives two 31 of threaded rod and rotates, and two 31 of threaded rod drive the movable plate 30 downstream, and four group's connecting strip 19 of fixed connection drive connecting plate 34 downstream on the movable plate 30, and the fixed awl 15 that sets up in the bottom of connecting plate 34 inserts ground, fixes the position of fixed frame 14, carries out the fixed in the position to laser positioning appearance 8 and fixture 4 on L type piece 2 and the L type piece 2 simultaneously, makes things convenient for subsequent measurement work.
Operating principle, firstly, install laser positioning appearance 8, through upwards promoting telescopic link 6, make slider 28 at the inside upwards slip of spout 27, arrange laser positioning appearance 8 in the upper surface of L type piece 2 this moment, elastic property through spring two 29, 16 downstream of pulling expansion plate, thereby carry out the centre gripping to laser positioning appearance 8's upper surface, and support laser positioning appearance 8's upper surface through the cooperation of the upper surface of L type piece 2, through rotating threaded rod 17, make splint 18 of connecting on threaded rod 17 carry on spacingly to laser positioning appearance 8's both sides, accomplish the spacing installation to laser positioning appearance 8.
The central position of the triangular block body 1 at the collapse position is determined by placing an I-shaped clamping rod 35 arranged at one end of a telescopic rod 6 between C-shaped clamping plates 23, clamping the middle part of the I-shaped clamping rod 35 by pushing a pulling rod 26 and under the elastic force fit of a spring 25, simultaneously generating the opposite magnetic properties of a magnet 22 and a magnet 24 arranged at the end parts of the opposite sides of the C-shaped clamping plates 23, positioning the C-shaped clamping plates 23, fixing the other end of the telescopic rod 6 on a clamping mechanism 4 of an L-shaped block 2 to limit the position of the telescopic rod 6, fixing the positions of three groups of telescopic rods 6 according to the operation, determining the central position of the triangular block body 1 at the collapse position, determining the length of each telescopic rod 6 by measuring, determining the maximum diameter value by taking the longest length of the sum of the two telescopic rods 6, determining the position of the triangular block body 1, after the I-shaped clamping rod 35 arranged at the end part of one group of telescopic rods 6 contacts the sliding rod 39, the sliding rod 39 moves towards the other side of the I-shaped clamping rod 35, the first triangular clamping block 40 arranged at the other end of the sliding rod 39 gradually extrudes the second triangular clamping block 41 upwards, the second triangular clamping block 41 moves upwards, meanwhile, the transition block 42 and the clamping rod 43 are driven to move upwards, the clamping rod 43 does not limit the gear 13 any more, the rope 10 is pulled to move downwards under the influence of the self gravity of the tapered block 11, the rope 10 rotatably sleeved on the rotating rod 45 drives the rotating rod 45 to rotate, so that the tapered block 11 continuously descends until the pressure sensor 12 arranged at the bottom of the tapered block 11 contacts the bottommost part of the collapse direction and sends a signal to remind a worker, so as to stop the rotation of the rotating rod 45, and at the moment, the length of the rope 10 can be measured, the depth of the collapse position can be determined, the maximum diameter value of the collapse position is measured, calculation is carried out, the volume of the collapse position can be obtained, and therefore the maximum amount of materials required for filling can be determined, the material filling is carried out on the collapse position, and the integrity of the ground is guaranteed.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. A municipal works land landslide volume measuring device, comprising: the LED lamp holder is characterized by comprising a triangular block body (1) and an L-shaped block body (2), wherein the L-shaped block body (2) is provided with three groups, three groups of L-shaped block bodies (2) correspond to the triangle of the triangular block body (1), the upper surface of the L-shaped block body (2) is provided with a laser positioning instrument (8), three groups of clamping mechanisms (4) are arranged on the triangular block body (1) and the L-shaped block body (2), each clamping mechanism (4) comprises a bearing block (5), a groove chamber (21), a reflecting plate (20), a pulling rod (26), a magnet I (22), a C-shaped clamping plate (23), a magnet II (24) and a spring I (25), one side of the bearing block (5) is fixedly connected with the side face of the triangular block body (1) and the opposite side face of the L-shaped block body (2) and the triangular block body (1), the groove chamber (21) is located in the inner cavity of the bearing block (5), one side of the reflecting plate (20) is fixedly connected with the inner wall of the groove chamber (21), the utility model discloses a structure of drawing the both sides sliding connection of outer surface and groove room (21) of pulling pole (26), the outside of C type grip block (23) and the one end fixed connection of pulling pole (26), magnet (22) and two (24) relative settings of magnet, and one side of magnet (22) and two (24) is respectively in the opposite side fixed mounting of C type grip block (23), the both ends of spring (25) are respectively in the outside of C type grip block (23) and the inner wall fixed mounting of groove room (21), the joint has I-shaped clamping bar (35) between C type grip block (23), I-shaped clamping bar (35) opposite side fixed mounting has telescopic link (6), magnet (22) and two (24) are located the tip of C type grip block (23) opposite side.
2. The municipal engineering soil landslide volume measuring device of claim 1, wherein: three groups of clamping mechanisms (4) are fixedly arranged on the outer wall of the triangular block body (1), and the three groups of clamping mechanisms (4) are respectively positioned at the left side, the right side and the back side, a slotted hole (38) is arranged on a bearing block (5) in the clamping mechanism (4) at the right side, the slotted hole (38) penetrates through the inside of the triangular block body (1), a fixed round block (36) is fixedly arranged inside the slotted hole (38), the fixed round block (36) is connected with a sliding rod (39) in a sliding way, one side of the fixed round block (36) is fixedly connected with a spring III (37), one end of the spring III (37) is fixedly connected with one end of the sliding rod (39), the other end of the sliding rod (39) is fixedly provided with a first triangular clamping block (40), a second triangular clamping block (41) is arranged on one side of the first triangular clamping block (40), and the other side of the triangular clamping block II (41) is fixedly connected with a transition block (42).
3. The municipal engineering soil landslide volume measuring device of claim 2, wherein: the lower fixed surface of transition piece (42) is connected with kelly (43), the inner wall fixedly connected with connecting block (44) of triangle-shaped block (1), the surface sliding connection of connecting block (44) and kelly (43), the equal fixedly connected with fixed block (9) in lower surface both sides of triangle-shaped block (1), it is connected with dwang (45) to rotate between fixed block (9), surface one end fixedly connected with gear (13) of dwang (45), gear (13) and kelly (43) joint.
4. The municipal engineering soil landslide volume measuring device of claim 3, wherein: the surface of dwang (45) is provided with rope (10), the one end fixed mounting of rope (10) has tapered block (11), the bottom fixed mounting of tapered block (11) has pressure sensor (12).
5. The municipal engineering soil landslide volume measuring device of claim 1, wherein: the upper surface of the L-shaped block (2) is provided with a limiting mechanism (7), and the limiting mechanism (7) comprises a telescopic plate (16), a clamping plate (18), a first threaded rod (17), a sliding groove (27), a sliding block (28) and a second spring (29).
6. The municipal engineering soil landslide volume measuring device of claim 5, wherein: the outer surface of the first threaded rod (17) is in threaded connection with two sides of the upper surface of the L-shaped block (2), the clamping plate (18) is fixedly connected with the opposite end of the first threaded rod (17), a laser positioning instrument (8) is arranged between the opposite sides of the clamping plate (18), the sliding groove (27) is located at two side ends of the upper surface of the L-shaped block (2), one end of the second spring (29) is fixedly connected with the lower surface of the sliding groove (27), the lower surface of the sliding block (28) is fixedly connected with the other end of the second spring (29), and one side of the expansion plate (16) is fixedly mounted with the opposite side of the sliding block (28).
7. The municipal engineering soil landslide volume measuring device of claim 1, wherein: the lower surface of the L-shaped block (2) is provided with a fixing mechanism (3), and the fixing mechanism (3) comprises a fixing frame body (14), a fixing cone (15), a moving plate (30), a second threaded rod (31), a connecting strip (19), a motor (32), an object placing plate (33) and a connecting plate (34).
8. The municipal engineering soil landslide volume measuring device of claim 7, wherein: the upper surface of the fixed frame body (14) is fixedly connected with the lower surface of the L-shaped block (2), two ends of the object placing plate (33) are fixedly connected with the inner wall of the lower surface of the L-shaped block (2), the lower surface of the motor (32) is fixedly arranged with the upper surface of the object placing plate (33), the outer surface of the second threaded rod (31) is rotationally connected with the inside of the fixed frame body (14), one end of the second threaded rod (31) is fixedly connected with an output shaft of the motor (32), the inner part of the moving plate (30) is in threaded connection with the outer surface of the second threaded rod (31), one end of the connecting strip (19) is fixedly connected with the four corners of the lower surface of the second threaded rod (31), the upper surface of the connecting plate (34) is fixedly connected with the lower end of the connecting strip (19), the upper end of the fixed cone (15) is fixedly connected with the two sides of the lower surface of the connecting plate (34).
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711062A (en) * | 2012-10-08 | 2014-04-09 | 维特根有限公司 | Determining milled volume or milled area of a milled surface |
| JP2016020850A (en) * | 2014-07-15 | 2016-02-04 | 新日鐵住金株式会社 | Coil inner circumferential hole deformation volume measuring apparatus and coil inner circumferential hole deformation volume measuring method |
| CN108316381A (en) * | 2018-02-07 | 2018-07-24 | 湖州蓝云建材有限公司 | A kind of urban road construction digging apparatus |
| CN210981112U (en) * | 2019-12-25 | 2020-07-10 | 中信戴卡股份有限公司 | Tool for measuring aperture of machined part |
| US20200332654A1 (en) * | 2018-02-05 | 2020-10-22 | Halliburton Energy Services, Inc. | Volume, size, and shape analysis of downhole particles |
| CN112212766A (en) * | 2020-09-10 | 2021-01-12 | 殷宗亮 | Pneumatic type internal diameter detection instrument of building pile foundation pit depths |
| CN212409576U (en) * | 2020-04-30 | 2021-01-26 | 马娟 | Measuring device for municipal works |
| CN212803203U (en) * | 2020-09-07 | 2021-03-26 | 锡林郭勒盟山金白音呼布矿业有限公司 | Multifunctional mining engineering measuring device |
| CN214620987U (en) * | 2021-05-21 | 2021-11-05 | 黄淮学院 | Agriculture and forestry are with planting tree hole measuring device |
-
2021
- 2021-11-09 CN CN202111320668.0A patent/CN114034245B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711062A (en) * | 2012-10-08 | 2014-04-09 | 维特根有限公司 | Determining milled volume or milled area of a milled surface |
| JP2016020850A (en) * | 2014-07-15 | 2016-02-04 | 新日鐵住金株式会社 | Coil inner circumferential hole deformation volume measuring apparatus and coil inner circumferential hole deformation volume measuring method |
| US20200332654A1 (en) * | 2018-02-05 | 2020-10-22 | Halliburton Energy Services, Inc. | Volume, size, and shape analysis of downhole particles |
| CN108316381A (en) * | 2018-02-07 | 2018-07-24 | 湖州蓝云建材有限公司 | A kind of urban road construction digging apparatus |
| CN210981112U (en) * | 2019-12-25 | 2020-07-10 | 中信戴卡股份有限公司 | Tool for measuring aperture of machined part |
| CN212409576U (en) * | 2020-04-30 | 2021-01-26 | 马娟 | Measuring device for municipal works |
| CN212803203U (en) * | 2020-09-07 | 2021-03-26 | 锡林郭勒盟山金白音呼布矿业有限公司 | Multifunctional mining engineering measuring device |
| CN112212766A (en) * | 2020-09-10 | 2021-01-12 | 殷宗亮 | Pneumatic type internal diameter detection instrument of building pile foundation pit depths |
| CN214620987U (en) * | 2021-05-21 | 2021-11-05 | 黄淮学院 | Agriculture and forestry are with planting tree hole measuring device |
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