CN218865104U - Convolute anchor type water and soil conservation monitoring identification facility - Google Patents

Abstract

The utility model discloses an anchor formula that circles round soil and water keep monitoring and use sign facility belongs to soil and water and keeps technical field, including anchor subassembly and the facility subassembly that circles round. The anchor component is arranged underground and comprises an inner fixing pipe, a fixing top pipe, a fixing base and a rotary fixing component. A fixed jacking pipe is installed at the upper end of the inner fixed pipe, a fixed base is installed at the upper end of the fixed jacking pipe, and a facility assembly is fixed above the fixed base through a detachable structure; the surface of the inner fixing pipe perpendicular to the fixing base is provided with a concave hole structure, and the concave hole structure of the inner fixing pipe is welded with a rotary fixing component. The utility model discloses can be used for ground of multiple differences such as soil property, cement, pitch, and overall structure all can retrieve, but reuse, construction method is simple, and maneuverability is strong.

Description

Convolute anchoring type water and soil conservation monitoring identification facility

Technical Field

The utility model belongs to the technical field of soil and water conservation, a soil and water conservation monitoring technology field is related to, concretely relates to anchor formula soil and water conservation that circles round keeps monitoring with sign facility.

Background

According to the opinion (2019) 160 of the water conservation department about further deepening management and administration), water and soil conservation monitoring is an important link in water and soil conservation, the previous water and soil conservation monitoring facilities have some defects, the facilities are only suitable for soil ground and cannot be fixed on hard ground, such as cement, asphalt ground and the like, the facility base is generally buried soil, and the facilities are easy to loosen after raining and blowing, so that the facilities are toppled. If guarantee the steadiness and need pour cement at the base fixed, the construction degree of difficulty is big. The bottom seat filled with the plain soil is not firm and is easy to be pulled out by people.

SUMMERY OF THE UTILITY MODEL

To the above-mentioned weak point that exists among the prior art, the utility model provides an anchor formula of circling round soil and water keeps monitoring with sign facility for it is big to solve the prior art construction degree of difficulty, thereby takes place easily not hard up to lead to the facility to empty the scheduling problem.

In order to solve the technical problem, the utility model discloses a following technical scheme: the rotary anchoring type identification facility for soil and water conservation monitoring comprises a rotary anchor component, wherein the rotary anchor component is arranged underground and comprises an inner fixing pipe, a fixed top pipe is arranged at the upper end of the inner fixing pipe, a fixed base is arranged at the upper end of the fixed top pipe, and the facility component is fixed above the fixed base through a detachable structure; the surface of interior fixed pipe perpendicular to unable adjustment base is equipped with the shrinkage pool structure, and the shrinkage pool structure department welding of interior fixed pipe is rotated round and is fixed the subassembly.

The shrinkage pool structure equipartition of internal fixation pipe is on the surface of internal fixation pipe, shrinkage pool structure from top to bottom alternate distribution and two adjacent shrinkage pool structures are not on the line on same perpendicular to ground, and internal fixation pipe lower extreme welding tip structure is structure as an organic whole, and the tip structure that the welding is good is enough stable, can guarantee that the simple swift underground of ramming of internal fixation pipe, and the construction is simple.

The fixed subassembly that circles round includes adjusting screw, and adjusting screw perpendicular to ground welds the shrinkage pool structure department of interior fixed pipe, and the pipe that circles round is installed to the adjusting screw outer lane, and the stability of reinforcing structure, after the underground installation, the fixed subassembly that circles round can increase the cross-sectional area of the part that buries, has improved the resistance to plucking of the anchor subassembly that circles round to the stability of the anchor subassembly that circles round has been increased. The gyrotron is of a hollow semi-cylindrical structure, the inner surface of the gyrotron is tightly attached to the outer surface of the inner fixing pipe, and when the gyrotron is tightly attached to the outer surface of the inner fixing pipe, resistance of the gyrotron anchor assembly in the soil can be small, and the gyrotron can be easily tamped in the soil. The surface of the other side of the convolution tube, which is mounted on the adjusting screw, is provided with an oblique angle structure, the angle range between the oblique angle structure and the outer surface tightly attached to the inner fixing tube is 30-60 degrees, the angle is not too large, otherwise, the oblique angle structure is easy to deform in soil, the angle of the oblique angle structure is not too small, and when the angle is too small, the convolution tube is not easy to open in soil, so that the installation of the whole structure is not stable enough.

Further, the gyrotron uses adjusting screw to rotate to the direction of keeping away from the internal fixation pipe as the center, and gyrotron pivoted maximum angle is 90 degrees, and when turned angle reached 90 degrees, the fixed subassembly that circles round can block in the soil layer, closely pastes with the soil body and is in the same place.

Further, the facility subassembly includes the facility base, and the facility base passes through detachable construction and installs on unable adjustment base, fixed facility pole above the facility base, facility pole upper end welding facility tablet, and the facility tablet adopts the welding mode, and two-sided all can use has openly increased monitoring information content, if monitoring unit, contact telephone and do not need to remove, if need remove contact our etc. in time, improved project constructor's protection consciousness, reduce the facility spoilage, reduce later maintenance and cost of maintenance. If the facility is damaged, the information can be obtained in time, the facility is maintained or replaced, the water conservation monitoring can be carried out smoothly, the monitoring points are arranged according to a common water and soil conservation scheme, each project is to be arranged in at least one monitoring point in a main building area, a greening engineering area, a road wide-field area, a temporary soil piling area and a construction production living area, at least 5 monitoring points are counted, and the whole project range is basically covered. Each monitoring facility can be provided with an advertisement, so that more people on the project know about the company, and the popularity is improved to a certain extent.

Furthermore, the pipe thickness of the inner fixing pipe is 42mm, and the pipe thickness of the gyrotron is 45mm, so that the inner fixing pipe and the gyrotron can be tightly attached, and resistance is reduced when the gyrotron is rammed into a soil layer.

Further, fixed push pipe inside weld installation pole, the welding of installation pole both ends is on the medial surface of fixed push pipe, the installation pole passes the centre of a circle of fixed push pipe, the installation pole is on a parallel with unable adjustment base, the installation pole mainly used will circle round the anchor subassembly and install in the soil layer, thereby convenient power, thereby it is rotatory to drive fixed push pipe through rotatory installation pole and drive the interior fixed pipe, make the anchor subassembly that circles round move and move 90 degrees positions to the direction of keeping away from the interior fixed pipe in the soil layer.

Further, the anchor subassembly that circles round adopts the installation of T type swing arm, T type swing arm includes T type horizontal pole, T type horizontal pole middle part vertical welding T type montant, the bottom of T type montant is equipped with groove structure, groove structure's width is greater than the width 1-3mm of installation pole, groove structure's width can not be too big, otherwise groove structure can ' T stabilize the card on the installation pole, groove structure's width also can not be less than the width of installation pole, otherwise groove structure can ' T block into the installation pole, then can not realize the function of T type swing arm, the groove department through T type swing arm blocks perpendicularly on the installation pole, only need rotatory T type swing arm just can realize the fixed of anchor subassembly that circles round, the fixed subassembly that circles round receives the resistance of soil layer when the main shaft is rotatory, can open along with the rotation of the anchor subassembly that circles round, the fixed subassembly that circles round is embedded between the anchor subassembly that circles round and the anchor subassembly that circles round, the fixed subassembly that circles round is in the tight with the soil body and is in the same place.

Compared with the prior art, the utility model, following beneficial effect has:

1. the utility model is suitable for a ground of multiple differences such as soil property, cement, pitch has increased the cross-sectional area that the structure buried through circling round fixed subassembly, has improved the resistance to plucking of base, and the fixed subassembly that circles round receives the resistance on soil layer when the main shaft is rotatory, can open along with the rotation of the anchor subassembly that circles round, circles round the fixed subassembly and circles round and imbeds the soil body between the anchor subassembly, and the fixed subassembly that circles round is in the same place with the soil body is close-fitting.

2. The utility model discloses a facility subassembly adopts two-sided design, openly for monitoring information, has added group brief introduction and business type at the back, can be better play the propaganda effect.

3. The utility model discloses recoverable, but reuse, after the monitoring project was accomplished, overall structure can be retrieved, and the anchor subassembly that circles round also can be retrieved. After the facility component on the rotary anchor assembly is dismounted, the T-shaped rotary rod is used for reversely rotating the mounting rod, the rotary fixing component is closed along with the T-shaped rotary rod, the mounting rod is hooked by the hook, and the rotary anchor component is pulled out.

Drawings

Fig. 1 is a front view of the swiveling anchor assembly of the swiveling anchoring type water and soil conservation monitoring sign facility of the present invention;

FIG. 2 is a schematic view of the installation of the convolute fixing component of the convolute anchoring type water and soil conservation monitoring marking facility of the present invention;

FIG. 3 is a schematic view of the movement track of the convolute fixing component of the convolute anchoring type water and soil conservation monitoring marking facility of the present invention;

fig. 4 is a top view of the swiveling anchor assembly of the swiveling anchoring type water and soil conservation monitoring sign facility of the present invention;

FIG. 5 is a front view of the facility components of the convoluted anchored type identification facility for soil and water conservation monitoring of the present invention;

FIG. 6 is a top view of the facility components of the convoluted anchored type identification facility for soil and water conservation monitoring of the present invention;

FIG. 7 is a front view of the T-shaped swing rod of the convolute anchoring type soil and water conservation monitoring marking facility of the present invention;

FIG. 8 is a side view of the T-shaped swing rod of the convolute anchoring type soil and water conservation monitoring marking facility of the present invention;

fig. 9 is a top view of the T-shaped swing rod of the convolute anchoring type soil and water conservation monitoring marking facility of the present invention.

Reference numerals:

1. a cyclotron anchor assembly; 11. an inner fixed tube; 12. fixing the jacking pipe; 13. a fixed base; 14. a concave hole structure; 15. a pointed structure; 16. mounting a rod; 2. a swiveling fixing component; 21. an adjusting screw; 22. a convolute duct; 221. a bevel structure; 3. a facility component; 31. a facility base; 32. a utility pole; 33. a facility plate; 4. a T-shaped rotary rod; 41. a groove structure; 42. a T-shaped cross bar; 43. t-shaped vertical rods.

Detailed Description

In order to make the present invention better understood by those skilled in the art, the technical solutions of the present invention are further described below with reference to the accompanying drawings and examples.

In the present invention, the numbering of the components itself, such as "first", "second", etc., is used only for distinguishing the objects depicted, and does not have any sequential or technical meaning. The terms "connected" and "coupled" as used herein, unless otherwise specified, include direct and indirect connections. It is to be understood that the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used herein for the purpose of describing the invention only and are not intended to indicate or imply that the device or element so referred to must be in a particular orientation, constructed or operated in a particular orientation, and is in no way to be construed as limited by the present invention.

As shown in fig. 1, the cyclotron anchor assembly comprises a cyclotron anchor assembly 1, the cyclotron anchor assembly 1 is arranged underground, the cyclotron anchor assembly 1 comprises an inner fixing pipe 11, a fixing top pipe 12 is installed at the upper end of the inner fixing pipe 11, a fixing base 13 is installed at the upper end of the fixing top pipe 12, and a facility assembly 3 is fixed above the fixing base 13 through a detachable structure; the surface of the inner fixing tube 11 perpendicular to the fixing base 13 is provided with a concave hole structure 14, and the rotary fixing component 2 is welded at the concave hole structure 14 of the inner fixing tube 11.

Fixed pipe 11's surface including internal fixation pipe 11's shrinkage pool structure 14 equipartition, shrinkage pool structure 14 from top to bottom alternate distribution and two adjacent shrinkage pool structures 14 are not on the line on same perpendicular to ground, and internal fixation pipe 11 lower extreme welding tip structure 15 is structure as an organic whole, and welded tip structure 15 is enough stable, can guarantee that internal fixation pipe 11 is simple swift tamps underground, and the construction is simple.

As shown in fig. 2-3, the swiveling fixing component 2 comprises an adjusting screw 21, the adjusting screw 21 is welded at the concave hole structure 14 of the inner fixing pipe 11 perpendicular to the ground, the swiveling pipe 22 is installed on the outer ring of the adjusting screw 21 to enhance the stability of the structure, after the underground installation is completed, the swiveling fixing component 2 can increase the cross-sectional area of the soil-entering part, the pulling resistance of the swiveling anchor component 1 is improved, and the stability of the swiveling anchor component 1 is increased.

Preferably, the gyrotron 22 is a hollow semi-cylinder structure, the inner surface of the gyrotron 22 is closely attached to the outer surface of the inner fixing pipe 11, and when the gyrotron 22 is closely attached to the outer surface of the inner fixing pipe 11, the resistance of the gyrotron assembly 1 during soil penetration can be ensured to be small, and the gyrotron can be easily rammed into the soil.

Preferably, the bevel structure 221 is arranged on the other side surface of the convolute duct 22, which is mounted on the adjusting screw 21, the angle range between the bevel structure 221 and the outer surface tightly attached to the inner fixing duct 11 is 30-60 degrees, the angle should not be too large, otherwise the bevel structure 221 is easy to deform in the soil, the angle of the bevel structure 221 is also not too small, and when the angle is too small, the convolute duct 22 is not easy to open in the soil, which results in the unstable mounting of the whole structure.

Preferably, the convolute duct 22 rotates away from the inner fixing duct 11 with the adjusting screw 21 as the center, the maximum angle of rotation of the convolute duct 22 is 90 degrees, and when the rotation angle reaches 90 degrees, the convolute fixing component 2 can be clamped in the soil and tightly attached to the soil.

As shown in fig. 4-9, the facility assembly 3 includes a facility base 31, the facility base 31 is installed on the fixed base 13 through a detachable structure, a facility rod 32 is fixed above the facility base 31, a facility plate 33 is welded on the upper end of the facility rod 32, the facility plate 33 adopts a welding mode, both sides can be used, monitoring information contents are added on the front side, such as monitoring units, contact telephone and do not need to be moved, and people can be contacted timely if the user needs to move, so that the protection consciousness of project constructors is improved, the damage rate of the facility is reduced, and the later maintenance and repair cost is reduced. If the facility is damaged, the information can be obtained in time, the facility is maintained or replaced, the water conservation monitoring can be carried out smoothly, the monitoring points are arranged according to a common water and soil conservation scheme, each project is to be arranged in at least one monitoring point in a main building area, a greening engineering area, a road wide-field area, a temporary soil piling area and a construction production living area, at least 5 monitoring points are counted, and the whole project range is basically covered. Each monitoring facility can be provided with an advertisement, so that more people on the project know about the company, and the popularity is improved to a certain extent.

Preferably, the inner fixed pipe 11 has a pipe thickness of 42mm, and the convolute pipe 22 has a pipe thickness of 45mm, so that the two pipes can be tightly attached to each other, and resistance is reduced when the pipes are rammed into a soil layer.

Preferably, the installation rod 16 is welded inside the fixed top pipe 12, two ends of the installation rod 16 are welded on the inner side surface of the fixed top pipe 12, the installation rod 16 penetrates through the circle center of the fixed top pipe 12, the installation rod 16 is parallel to the fixed base 13, the installation rod 16 is mainly used for installing the cyclotron anchor assembly 1 in a soil layer, force is conveniently applied, the fixed top pipe 12 is driven to drive the inner fixed pipe 11 to rotate through rotating the installation rod 16, and the cyclotron anchor fixing assembly moves to the direction far away from the inner fixed pipe 11 in the soil layer and moves to a 90-degree position.

Preferably, the swiveling anchor component 1 is installed by adopting a T-shaped swiveling pole 4, the T-shaped swiveling pole 4 comprises a T-shaped cross pole 42, a T-shaped vertical pole 43 is vertically welded in the middle of the T-shaped cross pole 42, a groove structure 41 is arranged at the bottom of the T-shaped vertical pole 43, the width of the groove structure 41 is 1-3mm greater than that of the installation pole 16, the width of the groove structure 41 cannot be too large, otherwise the groove structure 41 cannot be stably clamped on the installation pole 16, the width of the groove structure 41 cannot be smaller than that of the installation pole 16, otherwise the groove structure 41 cannot be clamped into the installation pole 16, the function of the T-shaped swiveling pole 4 cannot be realized, the fixing of the swiveling anchor component 1 can be realized only by rotating the T-shaped swiveling pole 4 through the vertical clamping of the groove of the T-shaped swiveling pole 4, the swiveling fixing component 2 is subjected to the resistance of the main shaft when the main shaft rotates, and can be opened along with the rotation of the soil body swiveling anchor component 1, the fixing component 2 is embedded in the swiveling anchor component 1, and the soil body is tightly attached to the soil body.

When the device is used, firstly, the swiveling anchor component 1 is rammed into the soil layer, the mounting rod 16 welded on the fixed top pipe 12 is clamped and connected through the groove structure 41 of the T-shaped swiveling rod 4, then, the swiveling anchor component rotates towards the direction of the bevel structure 221 of the swiveling fixed component 2, when the main shaft rotates, the swiveling fixed component 2 bears the soil layer resistance, the mounting rod opens along with the rotation and is tightly attached to the soil layer, the soil penetration cross-sectional area of the swiveling anchor component 1 is increased, the pulling resistance of the swiveling anchor component 1 is improved, the stability of the swiveling anchor component 1 is enhanced, the facility base 31 is fixed at the upper end of the fixed base 13 through the detachable structure, the facility rod 32 is welded above the facility base 31, the facility plate 33 is welded above the facility rod 32, after the monitoring project is completed, the facility component 3 can be recovered, the swiveling anchor component 1 can also be recovered, after the facility component 3 above is detached, the mounting rod 16 is reversely rotated by the T-shaped swiveling rod 4, the fixed component 2 is closed, the mounting rod 16 in the swiveling anchor component 12 is hooked and the hook is hooked, and the mounting rod 16 in the swiveling anchor component 1 is pulled out.

The above description is only for the embodiment of the present invention, and the common general knowledge of the known specific structures and characteristics in the schemes is not described herein too much, so that those skilled in the art can know all the common technical knowledge in the technical field of the present invention before the application date or the priority date, can know all the prior art in this field, and have the capability of applying the conventional experimental means before this date, and those skilled in the art can complete and implement the schemes in combination with their own capability, and some typical known structures or known methods should not become obstacles for those skilled in the art to implement the present application. It should be noted that, for those skilled in the art, without departing from the structure of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.

Claims (10)

1. Anchoring type soil and water that circles round keeps monitoring and uses sign facility, its characterized in that: the rotary anchor assembly is arranged underground and comprises an inner fixed pipe, a fixed top pipe is arranged at the upper end of the inner fixed pipe, a fixed base is arranged at the upper end of the fixed top pipe, and a facility assembly is fixed above the fixed base through a detachable structure; the surface of internal fixation pipe perpendicular to unable adjustment base is equipped with the shrinkage pool structure, the shrinkage pool structure department welding of internal fixation pipe is changeed round fixed subassembly.

2. The convolute anchored soil and water conservation monitoring sign installation of claim 1, wherein: the surface of fixed pipe including the shrinkage pool structure equipartition of internal fixation pipe, shrinkage pool structure from top to bottom distributes in turn and two adjacent shrinkage pool structures are not on the line on same perpendicular to ground, internal fixation pipe lower extreme welding tip structure as an organic whole.

3. The swiveling anchored soil and water conservation monitoring sign facility according to claim 1, wherein: the rotary fixing component comprises an adjusting screw, the adjusting screw is perpendicular to the ground and welded at the concave hole structure of the inner fixing pipe, and the rotary pipe is installed on the outer ring of the adjusting screw.

4. The swiveling anchored soil and water conservation monitoring sign facility according to claim 3, wherein: the gyrotron is of a hollow semi-cylinder structure, and the inner surface of the gyrotron is tightly attached to the outer surface of the inner fixing pipe.

5. The swiveling anchored soil and water conservation monitoring sign facility according to claim 3, wherein: the surface of the other side of the convolute tube, which is arranged on the adjusting screw, is provided with an oblique angle structure, and the angle range between the oblique angle structure and the outer surface tightly attached to the inner fixing tube is 30-60 degrees.

6. The convolute anchored soil and water conservation monitoring sign installation of claim 3, wherein: the gyrotron rotates towards the direction far away from the inner fixing pipe by taking the adjusting screw as a center, and the maximum rotating angle of the gyrotron is 90 degrees.

7. The convolute anchored soil and water conservation monitoring sign installation of claim 1, wherein: the facility component comprises a facility base, the facility base is installed on the fixed base through a detachable structure, a facility rod is fixed above the facility base, and a facility plate is welded at the upper end of the facility rod.

8. The convolute anchored soil and water conservation monitoring sign installation of claim 6, wherein: the thickness of the inner fixed pipe is 40-45mm, and the thickness of the convolute pipe is 3mm larger than that of the inner fixed pipe.

9. The convolute anchored soil and water conservation monitoring sign installation of claim 1, wherein: the mounting rod is welded inside the fixed top pipe, two ends of the mounting rod are welded on the inner side face of the fixed top pipe, the mounting rod penetrates through the circle center of the fixed top pipe, and the mounting rod is parallel to the fixed base.

10. The convolute anchored soil and water conservation monitoring sign installation of claim 1, wherein: the rotary anchor assembly is installed through a T-shaped rotary rod, the T-shaped rotary rod comprises a T-shaped cross rod, a T-shaped vertical rod is perpendicularly welded to the middle of the T-shaped cross rod, a groove structure is arranged at the bottom of the T-shaped vertical rod, and the width of the groove structure is 1-3mm larger than that of the installation rod.

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