CN208547344U - Monitoring stake mounting structure based on observation slope sedimentation - Google Patents
Monitoring stake mounting structure based on observation slope sedimentation Download PDFInfo
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- CN208547344U CN208547344U CN201821101795.5U CN201821101795U CN208547344U CN 208547344 U CN208547344 U CN 208547344U CN 201821101795 U CN201821101795 U CN 201821101795U CN 208547344 U CN208547344 U CN 208547344U
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- bottom plate
- anchoring piece
- fixed bottom
- mounting structure
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 51
- 238000004062 sedimentation Methods 0.000 title claims abstract description 18
- 238000004873 anchoring Methods 0.000 claims abstract description 53
- 239000002689 soil Substances 0.000 claims abstract description 14
- 230000007246 mechanism Effects 0.000 claims abstract description 8
- 238000003780 insertion Methods 0.000 claims abstract description 5
- 230000037431 insertion Effects 0.000 claims abstract description 5
- 230000001154 acute effect Effects 0.000 claims abstract description 4
- 230000001105 regulatory effect Effects 0.000 claims 2
- 238000010276 construction Methods 0.000 abstract description 3
- 230000002547 anomalous effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to slope monitoring technical fields, in particular to a kind of monitoring stake mounting structure based on observation slope sedimentation, including fixed bottom plate and movable floor, angle adjusting mechanism is equipped between fixed bottom plate and movable floor, monitoring stake is set on movable floor, and the pile of insertion side slope is vertically equipped on fixed bottom plate, pile is equipped with anchoring piece, anchoring piece is directed toward fixed bottom plate, and at an acute angle with the axis of pile folder, and anchoring piece is inserted into pile surrounding soil.By the way that side slope is squeezed on the vertical side slope surface of pile, fixed bottom plate, which can be close to side slope surface, to be fixed, then movable floor is adjusted to level using angle adjusting mechanism, observer station is observed on horizontal anomalous movement bottom plate by monitoring stake, the safety for improving observation reduces observer and slips and falls and injured probability.Without excavating platform in side slope, construction volume is greatly reduced, labor intensity of workers is alleviated；And each component is to be detachably connected, and facilitates carrying and bulk transport.
Description
Technical field
The utility model relates to slope monitoring technical field, in particular to a kind of monitoring stake peace based on observation slope sedimentation
Assembling structure.
Background technique
The current slope monitoring method in China, was transitioned into instrument using the method for the light instruments such as artificial tape measure by the past
Instrument monitoring, and develop to automation, high-precision and long-range monitoring.Primary metering method has: simple monitoring method sets station monitoring
Method, instrument monitoring method, long-range monitoring method etc..
The wherein content of simple monitoring method monitoring: using light instrument and device, the crack of monitoring and record earth surface of side slope,
The situations of change such as bulging, sedimentation, collapsing and level of ground water, ground temperature, while recording the time of monitoring and the position of monitoring point, becoming
The information such as shape form.The method of simple monitoring method monitoring: 1, setting stake monitoring, and it is simple that junction of the edges of two sheets of paper formula is buried at side slope body key crack
Monitor stake；2, piece monitoring is set, glass bar, cement are set at the crack of the buildings or structures such as house, retaining wall, cemented rock ditch
Mortar piece, scraps of paper etc.；3, ruler monitoring is set, simple monitoring stake is buried at Dou Kan, cliff weak intercalated layer exposure, it is isometric using scale
Measurement tool measures；4, cutting monitors, and cutting is monitored at rock, cliff crack.
When the side slope steeper of monitoring, observation person is easy injury of slipping in monitoring process, and the measure being usually taken is:
A chain-wales are excavated out in the lower section of each monitoring stake installation point, to facilitate observation person to stand, but the measure greatly increases
The construction volume of monitoring stake installation.
Utility model content
The purpose of the utility model is to provide a kind of monitoring stake mounting structures based on observation slope sedimentation, have and are not necessarily to
The advantages of excavating platform in side slope, that is, being provided at observer's level standing.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of based on observation side slope
The monitoring stake mounting structure of sedimentation, the fixation bottom plate including being affixed on the setting of side slope surface are fixed on bottom plate and are hinged with movable floor,
Angle adjusting mechanism is equipped between fixed bottom plate and movable floor, monitoring stake is set on movable floor, is vertically set on fixed bottom plate
There is the pile of insertion side slope, pile is equipped with anchoring piece, and anchoring piece is directed toward fixed bottom plate, and at an acute angle with the axis of pile folder,
Anchoring piece is inserted into pile surrounding soil.
By using above-mentioned technical proposal, pile is squeezed into side slope perpendicular to slope surface, fixed bottom plate can be close to slope table
Face is fixed, and movable floor is then adjusted to level using angle adjusting mechanism, observer station passes through monitoring stake on movable floor
It is observed, improves the safety of observation, reduce observer and slip and fall and injured probability.
Preferably, the pile inner hollow, pile outer wall are equipped with the through-hole passed in pile, and anchoring piece stretches in through-hole
Interior, through-hole and anchoring piece shape cooperate, and stud is equipped in pile, and stud is spirally connected below anchoring piece with pile inner wall, stud court
It is equipped with frustum to one end of fixed bottom plate, anchoring piece bottom is butted on the conical surface of frustum surrounding, and frustum is equipped with coaxial with stud
Rotating rod, rotating rod stretch out pile.
Can increase stud, the conical surface of frustum surrounding will anchor by rotating rotating rod by using above-mentioned technical proposal
Part ejection, inserts in anchoring piece in the soil around pile, to realize the anchoring to pile.
Preferably, the anchoring piece is rodlike, and one end of anchoring piece towards fixed bottom plate is equipped with tip.
By using above-mentioned technical proposal, tip and the shapes such as rodlike facilitate anchoring piece quick insertion soil.
Preferably, the anchoring piece is plate, and projection of the anchoring piece on side slope surface is in rectangle, the fixed bottom of anchoring piece direction
One end of plate is equipped with sharp sword.
By using above-mentioned technical proposal, if not the anchoring piece of plate is perpendicularly inserted soil, outside pile pulling column with slope surface
When, anchoring piece is larger by the resistance of soil.
Preferably, when described anchoring piece one end is butted on the conical surface of frustum, the other end can just be located in through-hole.
By using above-mentioned technical proposal, when anchoring piece is in the state, pile can be reduced and squeeze into resistance suffered in soil.
Preferably, one end that the rotating rod stretches out pile is equipped with rotating handle.
By using above-mentioned technical proposal, rotating rotating handle can drive rotating rod to rotate, and have labour-saving effect.
Preferably, the angle adjusting mechanism is bolt, and fixed bottom plate is equipped with threaded hole, and bolt is set in threaded hole,
Bolt is butted on movable floor lower surface.
By using above-mentioned technical proposal, rotates bolt adjustable bolt and be equivalent to the height of fixed bottom plate, to adjust
Angle between fixed bottom plate and movable floor, is adjusted to level for movable floor.
Preferably, the fixed bottom plate side is equipped with hanging ring.
By using above-mentioned technical proposal, body ties up a safety rope when observer's operation, safety rope is buckled on hanging ring, i.e.,
It can prevent from dropping from side slope.
Preferably, the side of the fixed bottom plate upward is connected by hinge with movable floor side.
By using above-mentioned technical proposal, so that movable floor can be relative to fixed bottom plate rotation, so as to according to side
Movable floor is adjusted to level by the gradient on slope.
In conclusion the utility model has the following beneficial effects:
1. fixed bottom plate, which can be close to side slope surface, to be fixed by the way that side slope is squeezed on the vertical side slope surface of pile, then make
Movable floor is adjusted to level with angle adjusting mechanism, observer station is observed on horizontal anomalous movement bottom plate by monitoring stake,
The safety for improving observation reduces observer and slips and falls and injured probability.
2. greatly reducing construction volume without excavating platform in side slope, alleviating labor intensity of workers；And each component
To be detachably connected, carrying and bulk transport are facilitated.
Detailed description of the invention
Fig. 1 is monitoring stake mounting structure overall structure diagram in embodiment 1；
Fig. 2 is the pile internal structure cross-sectional view that anchoring piece stretches out in embodiment 1；
Fig. 3 is the pile internal structure cross-sectional view that anchoring piece retracts in embodiment 1；
Fig. 4 is the structural schematic diagram of pile and anchoring piece in embodiment 2.
In figure, 1, fixed bottom plate；2, movable floor；3, stake is monitored；4, pile；41, through-hole；5, anchoring piece；5a, tip；
5b, sharp sword；6, stud；7, frustum；8, rotating rod；9, rotating handle；10, hanging ring；11, hinge；12, bolt；100, side slope.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Wherein identical components are presented with like reference characters.It should be noted that word used in the following description
Language "front", "rear", "left", "right", "up" and "down" refer to the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and
"outside" refers respectively to the direction towards or away from geometric center of specific component.
Embodiment 1: a kind of monitoring stake mounting structure based on observation slope sedimentation, as shown in Figure 1, including being close to side slope
The fixed fixation bottom plate 1 in 100 surfaces, movable floor 2, pile 4 and the monitoring stake 3 that fixed 1 top of bottom plate is hinged on hinge 11.
Monitoring stake 3 is perpendicularly fixed on movable floor 2, and monitoring stake 3 can also be removably installed on movable floor 2, such as passes through
The mode of threaded connection；Pile 4 is perpendicularly fixed at fixed bottom plate 1, similarly, pile 4 can also be removably installed in fixation
On bottom plate 1, such as the mode being connected through a screw thread.
As shown in Figure 1, pile 4 is inserted into side slope 100, pile 4 is the tubular cylinder of inner hollow.It is coaxially set in pile 4
Have integrally formed stud 6, frustum 7 and rotating rod 8, stud 6 is located at bottommost, and frustum 7 is located among three, rotating rod 8 from
4 oral area of pile extends to outside side slope 100.Stud 6 is connected through a screw thread with 4 inner wall of pile, and one end that rotating rod 8 stretches out pile 4 is set
There is jack, jack is vertical with the axis of rotating rod 8, and rodlike rotating handle 9 is inserted in jack, and rotation rotating handle 9 can make spiral shell
Column 6 is gone up and down in pile 4.Several through-holes 41 are offered on 4 outer wall of pile, these through-holes 41 are about 4 axis of pile circumferentially battle array
Column, through-hole 41 passes in pile 4, and anchoring piece 5 is inserted in through-hole 41.The axis of through-hole 41 and the axis folder of pile 4 are at an acute angle,
Through-hole 41 and 5 shape of anchoring piece cooperate, and anchoring piece 5 can be in the soil around the guiding insertion pile 4 of through-hole 41, and is directed toward
100 surface of side slope,
As shown in Fig. 2, anchoring piece 5 is bar-like pillars, and top is tip 5a, and tip 5a is directed toward fixed bottom plate 1, stud 6
Positioned at 5 lower section of anchoring piece, 5 bottom end of anchoring piece is butted on the conical surface of 7 surrounding of frustum.When use rotating rod 8 drives stud 6 and frustum
When 7 rising, frustum 7 pushes up anchoring piece 5 upwards, thus anchoring piece 5 can slowly be pushed out through-hole 41, is inserted into around pile 4
In soil.
As shown in figure 3, before pile 4 is squeezed into side slope 100, by rotating rotating rod 8,6 position of stud being turned down, is made
The tip 5a of anchoring piece 5 is retreated in through-hole 41, can be reduced pile 4 and be squeezed into resistance suffered in soil.
As shown in Figure 1, the upper surface of fixed bottom plate 1 offers threaded hole, bolt 12, movable floor 2 are screwed in threaded hole
It is overlapped on bolt 12, the angle of movable floor 2 and fixed bottom plate 1 can be adjusted by twisting bolt 12, so that movable floor 2 be adjusted
To level.The side of fixed bottom plate 1 is further fixed on hanging ring 10, when observer's operation with tie up a safety rope, and by safety rope
System can prevent from slipping and drop from side slope 100 extremely on hanging ring 10.
Embodiment 2: a kind of monitoring stake mounting structure based on observation slope sedimentation, as shown in figure 4, different from embodiment 1
, anchoring piece 5 is plate, and one end of anchoring piece 5 towards fixed bottom plate 1 also is provided with sharp sword 5b, soil can be inserted into such as blade
In.It is rectangle that anchoring piece 5, which is projeced into the orthographic projection on 100 surface of side slope, and anchoring piece 5 is inserted in soil according to the state, compared
It is inserted in soil in perpendicular to 100 surface of side slope, there is stronger anchoring stability, bigger pulling force can be born.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (9)
1. a kind of monitoring stake mounting structure based on observation slope sedimentation, it is characterised in that: set including being affixed on side slope (100) surface
The fixation bottom plate (1) set is hinged with movable floor (2) on fixed bottom plate (1), sets between fixed bottom plate (1) and movable floor (2)
Angled regulating mechanism, monitoring stake (3) are set on movable floor (2), and insertion side slope (100) is vertically equipped on fixed bottom plate (1)
Pile (4), pile (4) is equipped with anchoring piece (5), and anchoring piece (5) is directed toward fixed bottom plate (1), and is pressed from both sides with the axis of pile (4)
At an acute angle, anchoring piece (5) is inserted into pile (4) surrounding soil.
2. the monitoring stake mounting structure according to claim 1 based on observation slope sedimentation, it is characterised in that: the pile
(4) inner hollow, pile (4) outer wall are equipped with the through-hole (41) passed in pile (4), and anchoring piece (5) stretches in through-hole (41), lead to
Hole (41) and anchoring piece (5) shape cooperate, and are equipped with stud (6) in pile (4), and stud (6) is in anchoring piece (5) lower section and pile
(4) inner wall is spirally connected, and one end of stud (6) towards fixed bottom plate (1) is equipped with frustum (7), and anchoring piece (5) bottom is butted on frustum (7)
On the conical surface of surrounding, frustum (7) is equipped with the rotating rod (8) coaxial with stud (6), and rotating rod (8) stretches out pile (4).
3. the monitoring stake mounting structure according to claim 1 based on observation slope sedimentation, it is characterised in that: the anchoring
Part (5) be it is rodlike, one end of anchoring piece (5) towards fixed bottom plate (1) is equipped with tip (5a).
4. the monitoring stake mounting structure according to claim 1 based on observation slope sedimentation, it is characterised in that: the anchoring
Part (5) is plate, and projection of the anchoring piece (5) on side slope (100) surface is in rectangle, and anchoring piece (5) direction fixes the one of bottom plate (1)
End is equipped with sharp sword (5b).
5. the monitoring stake mounting structure according to claim 2 based on observation slope sedimentation, it is characterised in that: the anchoring
When part (5) one end is butted on the conical surface of frustum (7), the other end can just be located in through-hole (41).
6. the monitoring stake mounting structure according to claim 2 based on observation slope sedimentation, it is characterised in that: the rotation
One end that stick (8) stretches out pile (4) is equipped with rotating handle (9).
7. the monitoring stake mounting structure according to claim 1 based on observation slope sedimentation, it is characterised in that: the angle
Regulating mechanism is bolt (12), and fixed bottom plate (1) is equipped with threaded hole, and bolt (12) is set in threaded hole, and bolt (12) is butted on
Movable floor (2) lower surface.
8. the monitoring stake mounting structure according to claim 1 based on observation slope sedimentation, it is characterised in that: the fixation
Bottom plate (1) side is equipped with hanging ring (10).
9. the monitoring stake mounting structure according to claim 1 based on observation slope sedimentation, it is characterised in that: the fixation
The side of bottom plate (1) upward is connect with movable floor (2) side by hinge (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821101795.5U CN208547344U (en) | 2018-07-11 | 2018-07-11 | Monitoring stake mounting structure based on observation slope sedimentation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821101795.5U CN208547344U (en) | 2018-07-11 | 2018-07-11 | Monitoring stake mounting structure based on observation slope sedimentation |
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| Publication Number | Publication Date |
|---|---|
| CN208547344U true CN208547344U (en) | 2019-02-26 |
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ID=65424427
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821101795.5U Active CN208547344U (en) | 2018-07-11 | 2018-07-11 | Monitoring stake mounting structure based on observation slope sedimentation |
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| Country | Link |
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| CN (1) | CN208547344U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117029770A (en) * | 2023-10-09 | 2023-11-10 | 山东省国土空间生态修复中心(山东省地质灾害防治技术指导中心、山东省土地储备中心) | Ground subsidence data monitoring device for high geothermal exploitation |
-
2018
- 2018-07-11 CN CN201821101795.5U patent/CN208547344U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117029770A (en) * | 2023-10-09 | 2023-11-10 | 山东省国土空间生态修复中心(山东省地质灾害防治技术指导中心、山东省土地储备中心) | Ground subsidence data monitoring device for high geothermal exploitation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 518116, No. 2141 Bixin Road, Nanlian Community, Longgang Street, Longgang District, Shenzhen City, Guangdong Province, 306 (one photo multiple site enterprise) Patentee after: Shenzhen Zhongpuxin Technology Group Co.,Ltd. Country or region after: China Address before: 518116 401 Bixin Road, Nanlian Community, Longgang Street, Longgang District, Shenzhen City, Guangdong Province (with a business premises located at No. 5, Lianhe Industrial Zone, Nanyue Community, Longgang Street, Shenzhen City, engaged in production and business activities) Patentee before: SHENZHEN ZHONGPUXIN CONSTRUCTION GROUP Co.,Ltd. Country or region before: China |
|
| CP03 | Change of name, title or address |