CN111795264A - Geological disaster field monitoring platform - Google Patents
Geological disaster field monitoring platform Download PDFInfo
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- CN111795264A CN111795264A CN202010665811.9A CN202010665811A CN111795264A CN 111795264 A CN111795264 A CN 111795264A CN 202010665811 A CN202010665811 A CN 202010665811A CN 111795264 A CN111795264 A CN 111795264A
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 24
- 230000004224 protection Effects 0.000 claims abstract description 85
- 230000001681 protective effect Effects 0.000 claims abstract description 28
- 230000009979 protective mechanism Effects 0.000 claims abstract 3
- 230000007246 mechanism Effects 0.000 claims description 9
- 239000004575 stone Substances 0.000 abstract description 19
- 238000001125 extrusion Methods 0.000 abstract description 12
- 230000002035 prolonged effect Effects 0.000 abstract description 6
- 239000000758 substrate Substances 0.000 description 10
- 230000006872 improvement Effects 0.000 description 7
- 239000002689 soil Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 4
- 230000003139 buffering effect Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M11/00—Stands or trestles as supports for apparatus or articles placed thereon ; Stands for scientific apparatus such as gravitational force meters
- F16M11/20—Undercarriages with or without wheels
- F16M11/22—Undercarriages with or without wheels with approximately constant height, e.g. with constant length of column or of legs
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M11/00—Stands or trestles as supports for apparatus or articles placed thereon ; Stands for scientific apparatus such as gravitational force meters
- F16M11/02—Heads
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a geological disaster field monitoring platform, which belongs to the technical field of environment and comprises a monitoring platform, a protective mechanism and a control device, wherein the protective mechanism comprises a protective guard, a fixed protective platform and a movable protective platform; according to the invention, the through holes are formed in the fixing piles, so that the connection stability of the fixing piles can be improved; according to the invention, the guard rail, the movable protection platform and the fixed protection platform are arranged, so that the maximum impact force of stones on the guard rail can be reduced; the first spring can be prevented from separating from the central line and bulging under sudden extrusion by arranging the first spring limiting groove, the first spring is prevented from being damaged, the service life of the first spring is prolonged, the second spring can be prevented from separating from the central line and bulging under sudden extrusion by additionally arranging the second spring limiting groove, the second spring is prevented from being damaged, and the service life of the second spring is prolonged.
Description
Technical Field
The invention belongs to the technical field of environment, and particularly relates to a geological disaster field monitoring platform.
Background
Geological disasters, called ground disasters for short, refer to disastrous events such as debris flow, earthquake, ground collapse, ground cracks, ground subsidence and the like which are mainly caused by crustal movement. In fact, with the rapid increase of population and the rapid development of urbanization, the number of ground disasters caused by human factors is increasing. Geological disasters are very destructive to living areas near the site where the disasters occur, and the personal and property risks of people living in the site where the disasters occur are high. China is a country with frequent geological disasters, and a large number of geological disaster detection devices are established in the country in order to reduce personal and property losses of people as much as possible and improve the living safety factor of a region with frequent geological disasters.
Geological disaster monitoring platform is the platform that provides the installation place for geological disaster monitoring equipment, but current monitoring platform has following technical problem in the use: firstly, current testing platform does not possess the ability of dodging rock that rolls down on the mountain, and rock that rolls down from the mountain directly pounces on bracing piece or equipment, causes the damage to the equipment, and secondly current guardrail is when contacting the stone, and the impact is too big, leads to the guardrail to suffer the striking damage easily, and the three is that the spud pile is in the stone striking in-process, appears not hard up the condition easily.
Disclosure of Invention
Aiming at the problems, the invention provides a geological disaster field monitoring platform to solve the technical problems.
A geological disaster field monitoring platform comprises a base, a supporting rod and a protection mechanism, wherein the base is partially buried underground, the top end of the base is exposed out of the ground, the bottom end of the supporting rod is fixedly connected to the base, and the vertical center line of the supporting rod is superposed with the vertical center line of the base; the protection mechanism comprises guard rails, fixed protection platforms and movable protection platforms, the fixed protection platforms are sleeved on the periphery of a base, the number of the movable protection platforms is four, the four movable protection platforms surround the base, fixing piles are fixedly connected to the bottom ends of the fixed protection platforms, the fixing piles are deeply buried underground, four cross virtually-intersected sliding grooves are formed in the upper ends of the fixed protection platforms, virtually-intersected points of the four sliding grooves are located on a central line of the base in the vertical direction, each movable protection platform is matched with one guard rail, the guard rails are vertically and fixedly connected with the top ends of the movable protection platforms, a sliding block is fixedly connected to the bottom end of each movable protection platform, and the sliding block is located in the middle of the bottom end of the movable protection platform; the four movable protection platforms are clamped in one sliding chute through sliding blocks respectively to realize sliding connection with the fixed protection platform, a first spring is fixedly connected in each sliding chute, one end of the first spring is fixedly connected to the side wall, close to the base, of the sliding chute, and the other end of the first spring is fixedly connected to the sliding block;
the protective guard comprises two longitudinal rods and two transverse rods, the number of the transverse rods is multiple, the top ends of the longitudinal rods are fixedly connected with one transverse rod respectively, the bottom ends of the longitudinal rods are fixedly connected with the other transverse rod respectively, the transverse rods comprise fixed rod parts and movable rod parts, the number of the movable rod parts is two, the two movable rod parts are symmetrically distributed at two ends of each fixed rod part respectively, grooves are formed in two ends of each fixed rod part respectively, and one end, close to the fixed rod parts, of each movable rod part is inserted into each groove; the movable rod part is movably connected with the fixed rod part through an elastic component;
the fixing pile is hollow inside, the top end of the fixing pile penetrates through the fixing protection platform, and a plurality of through holes are formed in the outer wall of the fixing pile.
As a preferred technical solution of the present invention, a first spring limiting groove is disposed inside the sliding groove, and an outer wall of the first spring is in close contact with an inner wall of the first spring limiting groove.
As a preferred technical scheme of the present invention, the fixed protection platform is provided with a mounting hole for a fixed pile, an inner wall of the mounting hole is provided with an internal thread, and an outer wall of the fixed pile is provided with an external thread.
As a preferable technical solution of the present invention, the fixing pile is further fixedly connected with a mounting nut.
As a preferred technical solution of the present invention, the elastic assembly includes a first substrate, a second substrate, and a second spring, one end of the second spring is fixedly connected to the first substrate, the other end of the second spring is fixedly connected to the second substrate, the first substrate is fixedly connected to the inside of the groove, and the second substrate is fixedly connected to the movable rod.
As a preferable technical solution of the present invention, when the second spring is not compressed, the movable rod portion is located inside the groove.
As a preferred technical scheme of the invention, the groove is internally provided with two limiting grooves of the spring.
As a preferable technical solution of the present invention, the sliding groove is a T-shaped sliding groove, and the sliding block is a T-shaped sliding block.
As a preferred embodiment of the present invention, the contact portion of the guard rail is directly opposite to the peak.
In a preferred embodiment of the present invention, the vertical rods are arranged at equal intervals.
Compared with the prior art, the invention has the advantages that:
1. according to the invention, the fixing piles are arranged, the through holes are formed in the fixing piles, and the poured cement enters underground soil and is directly contacted and solidified with the underground soil, so that the connection stability of the fixing piles is improved; furthermore, the installation of the fixing pile by adopting a tool is facilitated by arranging the installation nut; further, through setting up the internal thread and the external screw thread of mutual interlock, when the block position of adjustment mounting tool and mounting nut, the spud pile can be fixed in the primary importance temporarily with the help of the occlusal force of internal thread and external screw thread, can not make the spud pile to swell because of the extrusion force of soil.
2. According to the invention, through arranging the guard rails, the movable protection platform and the fixed protection platform, when a stone falls down from a mountain, the stone firstly contacts one of the two guard rails close to the mountain, when the guard rails are extruded by the stone, the guard rails are close to the base, and at the moment, the slide block has a buffering effect on the movable rod part under the action of the first spring, so that the buffer effect is realized, and the maximum impact force of the stone on the guard rails is reduced; after the stone bumps the protective guard, the movement direction of the stone can be changed, the stone is rebounded to be far away from the base or slides away along the protective guard, and the base and the supporting rod are protected. When the four-side protective guard is subjected to stone extrusion or beast attack, the four movable rod parts are gathered towards the base, and at the moment, the movable rod parts of the extruded protective guard are extruded into the grooves to shorten the length of the extruded protective guard; furthermore, the first spring limiting groove is formed to play a guiding role in compressing or extending the first spring, the first spring is prevented from being separated from the central line and bulging under sudden extrusion, the first spring is prevented from being damaged, and the service life of the first spring is prolonged.
3. According to the invention, the second spring limiting groove is additionally arranged, so that the second spring can be guided to be compressed or extended, the second spring is prevented from separating from the central line and bulging under sudden extrusion, the second spring is prevented from being damaged, and the service life of the second spring is prolonged.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of a first perspective structure of the present invention;
FIG. 2 is an enlarged view of the structure at A in FIG. 1;
FIG. 3 is a schematic view of a fixed protection platform according to the present invention;
FIG. 4 is an enlarged view of the structure at B in FIG. 3;
FIG. 5 is a schematic cross-sectional view of the fixed protection platform according to the present invention;
FIG. 6 is a schematic view of a spud pile according to the present invention;
FIG. 7 is a schematic view of a structure of a fixing rod part according to the present invention;
FIG. 8 is a schematic structural diagram of a first substrate, a second substrate and a second spring according to the present invention;
fig. 9 is a schematic structural view of the movable protection platform of the present invention.
The device comprises a base 1, a support rod 2, a protective guard 3, a longitudinal rod 301, a transverse rod 302, a fixed rod 302A, a movable rod 302B, a fixed protective platform 4, a movable protective platform 5, a fixed pile 6, a sliding chute 7, a sliding block 8, a spring I9, a groove 10, a through hole 11, a spring I limiting groove 12, a mounting hole 13, an internal thread 14, an external thread 15, a mounting nut 16, a substrate I17, a substrate II 18, a spring II 19 and a spring II limiting groove 20.
Detailed Description
In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all 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 application.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail with reference to the accompanying drawings 1 to 9, in conjunction with the embodiments.
Example 1
Embodiment 1 introduces a geological disaster field monitoring platform, and the invention can realize integrated solidification of cement and underground by arranging a fixing pile 6 and arranging a through hole 11 on the fixing pile 6, thereby improving the connection stability of the fixing pile 6; the installation nut 16 is arranged, so that the installation operation is facilitated; by providing the internal thread 14 and the external thread 15 which are engaged with each other, when the engagement position of the mounting tool and the mounting nut 16 is adjusted, the spud pile 6 can be temporarily fixed at the original position by the engagement force of the internal thread 14 and the external thread 15, and the spud pile 6 does not swell due to the extrusion force of the soil. By providing the internal thread 14 and the external thread 15 which are engaged with each other, when the engagement position of the mounting tool and the mounting nut 16 is adjusted, the spud pile 6 can be temporarily fixed at the original position by the engagement force of the internal thread 14 and the external thread 15, and the spud pile 6 does not swell due to the extrusion force of the soil. The method comprises the following specific steps:
a geological disaster field monitoring platform is shown in figures 1, 4, 6 and 9, and comprises a base 1, a support rod 2 and a protection mechanism, wherein the base 1 is partially buried underground, the top end of the base 1 is exposed out of the ground, the bottom end of the support rod 2 is fixedly connected to the base 1, and the vertical center line of the support rod 2 is superposed with the vertical center line of the base 1; the protection mechanism comprises guard rails 3, fixed protection platforms 4 and movable protection platforms 5, the fixed protection platforms 4 are sleeved on the periphery of the base 1, the number of the movable protection platforms 5 is four, the four movable protection platforms 5 surround the periphery of the base 1, the bottom ends of the fixed protection platforms 4 are fixedly connected with fixing piles 6, the fixing piles 6 are deeply buried underground, the upper ends of the fixed protection platforms 4 are provided with four sliding chutes 7 which are intersected virtually in a cross shape, the sliding chutes 7 are T-shaped sliding chutes, virtual intersection points of the four sliding chutes 7 are positioned on a central line of the base 1 in the vertical direction, mounting holes 13 of fixing piles 6 are formed in the fixed protection platforms 4, internal threads 14 are formed in the inner walls of the mounting holes 13, each movable protection platform 5 is matched with one guard rail 3, the guard rails 3 are vertically and fixedly connected with the top ends of the movable protection platforms 5, and the contact positions of a pair of adjacent guard rails 3 are opposite to a mountain peak; the bottom end of each movable protection platform 5 is fixedly connected with a sliding block 8, the sliding block 8 is a T-shaped sliding block, and the sliding block 8 is positioned in the middle of the bottom end of the movable protection platform 5; the four movable protection platforms 5 are respectively clamped in a sliding chute 7 through a sliding block 8 to realize the sliding connection with the fixed protection platform 4,
the guard rail 3 comprises two longitudinal rods 301 and two cross rods 302, the number of the cross rods 302 is two, the number of the longitudinal rods 301 is several, the top ends of the longitudinal rods 301 are respectively fixedly connected with one cross rod 302, the bottom ends of the longitudinal rods 301 are respectively fixedly connected with the other cross rod 302, and the longitudinal rods 301 are arranged at equal intervals; the cross bar 302 comprises two fixed bar parts 302A and two movable bar parts 302B, and the two movable bar parts 302B are respectively and symmetrically distributed at two ends of the fixed bar part 302A; two ends of the fixed rod part 302A are respectively provided with a groove 10, and one end of the movable rod part 302B close to the fixed rod part 302A is inserted into the groove 10; the movable rod part 302B is movably connected with the fixed rod part 302A through an elastic component; the elastic assembly comprises a first base plate 17, a second base plate 18 and a second spring 19, one end of the second spring 19 is fixedly connected to the first base plate 17, the other end of the second spring 19 is fixedly connected to the second base plate 18, the first base plate 17 is fixedly connected inside the groove 10, and the second base plate 18 is fixedly connected to the movable rod part 302B; when the second spring 19 is not compressed, the movable rod part 302B is partially positioned inside the groove 10;
When a stone falls from a mountain, the stone firstly contacts one of the two guard railings 3 close to the mountain, when the guard railing 3 is extruded by the stone, the guard railing 3 approaches to the base 1, and at the moment, the sliding block 8 plays a role in buffering the movable rod part 302B under the action of the spring I9, so that the buffer effect is achieved, and the maximum impact force of the stone on the guard railing 3 is reduced; after the stone bumps into the protective guard 3, the movement direction of the stone is changed, the stone is rebounded to be far away from the base 1 or slides away along the protective guard 3, and the base 1 and the support rod 2 are protected. When the four-sided guard rails 3 are all subjected to stone extrusion or wild animal attack, the four movable rod parts 302B are all gathered towards the base 1, at this time, the two-sided guard rails 3 are necessarily extruded, and the movable rod parts 302B of the extruded guard rails 3 are extruded into the grooves 10 to shorten the length of the extruded guard rails 3;
when the movable rod part 302B is extruded by the adjacent movable rod part 302B, the movable rod part 302B enters the groove 10 to extrude the second spring 19, and the second spring 19 drives the movable rod part 302B to return to the original position in the length recovery process; inserting the fixing pile 6 into the mounting hole 13, sleeving a tool on the mounting nut 16, rotating the fixing pile 6 to drive the fixing pile 6 underground until the mounting nut 16 is directly contacted with the fixed protection platform 4, then pouring liquid cement into the fixing pile 6, and after the cement is condensed, realizing the fixed connection of the fixed protection platform 4; since the internal thread 14 and the external thread 15 are engaged with each other, when the engagement position of the mounting tool and the mounting nut 16 is adjusted, the spud pile 6 can be temporarily fixed at the original position by the engagement force of the internal thread 14 and the external thread 15, and the spud pile 6 does not swell due to the extrusion force of the soil.
Example 2
A geological disaster field monitoring platform is shown in figures 1, 3, 4, 5, 6 and 9, and comprises a base 1, a support rod 2 and a protection mechanism, wherein the base 1 is partially buried underground, the top end of the base 1 is exposed out of the ground, the bottom end of the support rod 2 is fixedly connected to the base 1, and the vertical center line of the support rod 2 is superposed with the vertical center line of the base 1; the protection mechanism comprises guard rails 3, fixed protection platforms 4 and movable protection platforms 5, the fixed protection platforms 4 are sleeved on the periphery of the base 1, the number of the movable protection platforms 5 is four, the four movable protection platforms 5 surround the periphery of the base 1, the bottom ends of the fixed protection platforms 4 are fixedly connected with fixing piles 6, the fixing piles 6 are deeply buried underground, the upper ends of the fixed protection platforms 4 are provided with four sliding chutes 7 which are intersected virtually in a cross shape, the sliding chutes 7 are T-shaped sliding chutes, a spring-limiting groove 12 is arranged in each sliding chute 7, virtual intersection points of the four sliding chutes 7 are located on a central line of the base 1 in the vertical direction, mounting holes 13 of the fixing piles 6 are formed in the fixed protection platforms 4, internal threads 14 are formed in the inner walls of the mounting holes 13, each movable protection platform 5 is matched with one guard rail 3, the guard rails 3 are vertically and fixedly connected with the top ends of the movable protection platforms 5, and the contact positions of a pair of adjacent guard rails 3 are opposite to a mountain peak; the bottom end of each movable protection platform 5 is fixedly connected with a sliding block 8, the sliding block 8 is a T-shaped sliding block, and the sliding block 8 is positioned in the middle of the bottom end of the movable protection platform 5; the four movable protection platforms 5 are clamped inside one sliding chute 7 through a sliding block 8 respectively to be in sliding connection with the fixed protection platform 4, a spring I9 is fixedly connected inside each sliding chute 7, one end of each spring I9 is fixedly connected to the side wall, close to the base 1, of each sliding chute 7, and the other end of each spring I9 is fixedly connected to the sliding block 8;
the guard rail 3 comprises two longitudinal rods 301 and two cross rods 302, the number of the cross rods 302 is two, the number of the longitudinal rods 301 is several, the top ends of the longitudinal rods 301 are respectively fixedly connected with one cross rod 302, the bottom ends of the longitudinal rods 301 are respectively fixedly connected with the other cross rod 302, and the longitudinal rods 301 are arranged at equal intervals; the cross bar 302 comprises two fixed bar parts 302A and two movable bar parts 302B, and the two movable bar parts 302B are respectively and symmetrically distributed at two ends of the fixed bar part 302A; two ends of the fixed rod part 302A are respectively provided with a groove 10, and one end of the movable rod part 302B close to the fixed rod part 302A is inserted into the groove 10; the movable rod part 302B is movably connected with the fixed rod part 302A through an elastic component; the elastic assembly comprises a first base plate 17, a second base plate 18 and a second spring 19, one end of the second spring 19 is fixedly connected to the first base plate 17, the other end of the second spring 19 is fixedly connected to the second base plate 18, the first base plate 17 is fixedly connected inside the groove 10, and the second base plate 18 is fixedly connected to the movable rod part 302B; when the second spring 19 is not compressed, the movable rod part 302B is partially positioned inside the groove 10;
Example 3
Embodiment 3 is an improvement on the basis of embodiment 2, and the main improvement is that a second spring limiting groove 20 is added, so that the second spring 19 can be guided to be compressed or extended, the second spring 19 is prevented from deviating from the central line to bulge under the sudden extrusion, the second spring 19 is prevented from being damaged, and the service life of the second spring 19 is prolonged. The specific improvements are as follows.
A geological disaster field monitoring platform is shown in figures 1, 3, 4, 5, 6, 7, 8 and 9, and comprises a base 1, a support rod 2 and a protection mechanism, wherein the base 1 is partially buried underground, the top end of the base 1 is exposed out of the ground, the bottom end of the support rod 2 is fixedly connected to the base 1, and the vertical center line of the support rod 2 is superposed with the vertical center line of the base 1; the protection mechanism comprises guard rails 3, fixed protection platforms 4 and movable protection platforms 5, the fixed protection platforms 4 are sleeved on the periphery of the base 1, the number of the movable protection platforms 5 is four, the four movable protection platforms 5 surround the periphery of the base 1, the bottom ends of the fixed protection platforms 4 are fixedly connected with fixing piles 6, the fixing piles 6 are deeply buried underground, the upper ends of the fixed protection platforms 4 are provided with four sliding chutes 7 which are intersected virtually in a cross shape, the sliding chutes 7 are T-shaped sliding chutes, a spring-limiting groove 12 is arranged in each sliding chute 7, virtual intersection points of the four sliding chutes 7 are located on a central line of the base 1 in the vertical direction, mounting holes 13 of the fixing piles 6 are formed in the fixed protection platforms 4, internal threads 14 are formed in the inner walls of the mounting holes 13, each movable protection platform 5 is matched with one guard rail 3, the guard rails 3 are vertically and fixedly connected with the top ends of the movable protection platforms 5, and the contact positions of a pair of adjacent guard rails 3 are opposite to a mountain peak; the bottom end of each movable protection platform 5 is fixedly connected with a sliding block 8, the sliding block 8 is a T-shaped sliding block, and the sliding block 8 is positioned in the middle of the bottom end of the movable protection platform 5; the four movable protection platforms 5 are clamped inside one sliding chute 7 through a sliding block 8 respectively to be in sliding connection with the fixed protection platform 4, a first spring 9 is fixedly connected inside each sliding chute 7, one end of the first spring 9 is fixedly connected to the side wall, close to the base 1, of the sliding chute 7, the other end of the first spring 9 is fixedly connected to the sliding block 8, and the outer wall of the first spring 9 is in close contact with the inner wall of a first spring limiting groove 12;
the guard rail 3 comprises two longitudinal rods 301 and two cross rods 302, the number of the cross rods 302 is two, the number of the longitudinal rods 301 is several, the top ends of the longitudinal rods 301 are respectively fixedly connected with one cross rod 302, the bottom ends of the longitudinal rods 301 are respectively fixedly connected with the other cross rod 302, and the longitudinal rods 301 are arranged at equal intervals; the cross bar 302 comprises two fixed bar parts 302A and two movable bar parts 302B, and the two movable bar parts 302B are respectively and symmetrically distributed at two ends of the fixed bar part 302A; two ends of the fixed rod part 302A are respectively provided with a groove 10, and a second spring limiting groove 20 is arranged in each groove 10; one end of the movable rod part 302B close to the fixed rod part 302A is inserted into the groove 10; the movable rod part 302B is movably connected with the fixed rod part 302A through an elastic component; the elastic assembly comprises a first base plate 17, a second base plate 18 and a second spring 19, one end of the second spring 19 is fixedly connected to the first base plate 17, the other end of the second spring 19 is fixedly connected to the second base plate 18, the first base plate 17 is fixedly connected inside the groove 10, and the second base plate 18 is fixedly connected to the movable rod part 302B; when the second spring 19 is not compressed, the movable rod part 302B is partially positioned inside the groove 10;
fixed protection platform 4 is run through to the inside cavity of spud pile 6, the top of spud pile 6, has seted up a plurality of through-holes 11 on the outer wall of spud pile 6, and external screw thread 15 has been seted up to 6 outer walls of spud pile, and last fixedly connected with mounting nut 16 that goes back of spud pile 6.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions and improvements made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The field geological disaster monitoring platform is characterized by comprising a base (1), a supporting rod (2) and a protection mechanism, wherein the base (1) is partially buried underground, the top end of the base (1) is exposed out of the ground, the bottom end of the supporting rod (2) is fixedly connected to the base (1), and the central line of the supporting rod (2) in the vertical direction is superposed with the central line of the base (1) in the vertical direction; the protective mechanism comprises protective guards (3), fixed protective platforms (4) and movable protective platforms (5), wherein the fixed protective platforms (4) are sleeved on the periphery of a base (1), the movable protective platforms (5) are four in number, the four movable protective platforms (5) surround the periphery of the base (1), fixing piles (6) are fixedly connected to the bottom ends of the fixed protective platforms (4), the fixing piles (6) are deeply buried underground, four cross virtually crossed sliding grooves (7) are formed in the upper ends of the fixed protective platforms (4), the virtually crossed points of the four sliding grooves (7) are located on the central line of the base (1) in the vertical direction, each movable protective platform (5) is matched with one protective guard (3), the protective guards (3) are vertically and fixedly connected with the top ends of the movable protective platforms (5), and a sliding block (8) is fixedly connected to the bottom ends of the movable protective platforms (5), the sliding block (8) is positioned in the middle of the bottom end of the movable protection platform (5); the four movable protection platforms (5) are clamped inside one sliding groove (7) through a sliding block (8) respectively to be connected with the fixed protection platform (4) in a sliding mode, a first spring (9) is fixedly connected inside each sliding groove (7), one end of each first spring (9) is fixedly connected to the side wall, close to the base (1), of each sliding groove (7), and the other end of each first spring (9) is fixedly connected to the sliding block (8);
the protective guard (3) comprises longitudinal rods (301) and transverse rods (302), the number of the transverse rods (302) is two, the number of the longitudinal rods (301) is multiple, the top ends of the longitudinal rods (301) are fixedly connected with the transverse rods (302), the bottom ends of the longitudinal rods (301) are fixedly connected with the other transverse rod (302), the transverse rods (302) comprise fixed rod parts (302A) and movable rod parts (302B), the number of the movable rod parts (302B) is two, the two movable rod parts (302B) are symmetrically distributed at two ends of the fixed rod parts (302A), grooves (10) are formed in two ends of the fixed rod parts (302A), and one ends, close to the fixed rod parts (302A), of the movable rod parts (302B) are inserted into the grooves (10); the movable rod part (302B) is movably connected with the fixed rod part (302A) through an elastic component;
the fixing pile is characterized in that the fixing pile (6) is hollow, the top end of the fixing pile (6) penetrates through the fixing protection platform (4), and a plurality of through holes (11) are formed in the outer wall of the fixing pile (6).
2. A geological disaster field monitoring platform according to claim 1, wherein said sliding chute (7) is internally provided with a spring-limiting groove (12), and the outer wall of said spring (9) is in close contact with the inner wall of said spring-limiting groove (12).
3. A geological disaster field monitoring platform according to claim 1, wherein the fixed protection platform (4) is provided with a mounting hole (13) for fixing a pile (6), the inner wall of the mounting hole (13) is provided with an internal thread (14), and the outer wall of the fixing pile (6) is provided with an external thread (15).
4. A geological disaster field monitoring platform according to claim 1, characterized in that said spud pile (6) is further fixedly connected with a mounting nut (16).
5. A geological disaster field monitoring platform according to claim 1, wherein said elastic component comprises a first base plate (17), a second base plate (18) and a second spring (19), one end of said second spring (19) is fixedly connected to said first base plate (17), the other end of said second spring (19) is fixedly connected to said second base plate (18), said first base plate (17) is fixedly connected to the inside of said groove (10), and said second base plate (18) is fixedly connected to said movable rod portion (302B).
6. A geological disaster field monitoring platform according to claim 5, characterized in that said movable rod (302B) is partially inside the groove (10) when said second spring (19) is not compressed.
7. A geological disaster field monitoring platform according to claim 6, wherein said groove (10) is equipped with two spring position-limiting grooves (20).
8. A geological disaster field monitoring platform according to claim 1, characterized in that said chute (7) is a T-shaped chute and said slide (8) is a T-shaped slide.
9. A geological disaster field monitoring platform according to claim 1, characterized in that the contact of a pair of adjacent said guard rails (3) is opposite to a mountain.
10. A geological disaster field monitoring platform according to claim 1, characterized in that several said vertical bars (301) are arranged at equal intervals.
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| CN202010665811.9A CN111795264B (en) | 2020-07-11 | 2020-07-11 | Geological disaster field monitoring platform |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010665811.9A CN111795264B (en) | 2020-07-11 | 2020-07-11 | Geological disaster field monitoring platform |
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| CN111795264A true CN111795264A (en) | 2020-10-20 |
| CN111795264B CN111795264B (en) | 2021-11-19 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113758517A (en) * | 2021-09-08 | 2021-12-07 | 湖北省兴业地质工程有限公司 | Geological disaster field monitoring platform |
| CN117432906A (en) * | 2023-12-15 | 2024-01-23 | 四川省华地建设工程有限责任公司 | Geological disaster monitoring device |
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| CN209801078U (en) * | 2019-03-05 | 2019-12-17 | 南通汇聚软件科技有限公司 | Environmental monitoring instrument protection device |
| CN111396698A (en) * | 2020-03-20 | 2020-07-10 | 东华理工大学 | Pipeline geological disaster field monitoring pile |
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| JPH10114920A (en) * | 1996-10-11 | 1998-05-06 | Yamaguchi Shokai:Kk | Guard fence |
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| CN113758517A (en) * | 2021-09-08 | 2021-12-07 | 湖北省兴业地质工程有限公司 | Geological disaster field monitoring platform |
| CN117432906A (en) * | 2023-12-15 | 2024-01-23 | 四川省华地建设工程有限责任公司 | Geological disaster monitoring device |
| CN117432906B (en) * | 2023-12-15 | 2024-04-12 | 四川省华地建设工程有限责任公司 | Geological disaster monitoring device |
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| CN111795264B (en) | 2021-11-19 |
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