CN110231015A - A kind of deep vertical monitoring point for displacement device - Google Patents

A kind of deep vertical monitoring point for displacement device Download PDF

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Publication number
CN110231015A
CN110231015A CN201910641173.4A CN201910641173A CN110231015A CN 110231015 A CN110231015 A CN 110231015A CN 201910641173 A CN201910641173 A CN 201910641173A CN 110231015 A CN110231015 A CN 110231015A
Authority
CN
China
Prior art keywords
dock
interface
sub bar
displacement
closing piece
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910641173.4A
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Chinese (zh)
Inventor
梁晓东
邱志勇
任沙
杨振武
刘正兴
谢鸿
金鑫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hunan Wisdom Monitoring Technology Co Ltd
Hunan Lianzhi Bridge and Tunnel Technology Co Ltd
Original Assignee
Hunan Wisdom Monitoring Technology Co Ltd
Hunan Lianzhi Bridge and Tunnel Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hunan Wisdom Monitoring Technology Co Ltd, Hunan Lianzhi Bridge and Tunnel Technology Co Ltd filed Critical Hunan Wisdom Monitoring Technology Co Ltd
Priority to CN201910641173.4A priority Critical patent/CN110231015A/en
Publication of CN110231015A publication Critical patent/CN110231015A/en
Pending legal-status Critical Current

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Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00Measuring arrangements characterised by the use of mechanical techniques
    • G01B5/02Measuring arrangements characterised by the use of mechanical techniques for measuring length, width or thickness
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Measurement Of Length, Angles, Or The Like Using Electric Or Magnetic Means (AREA)

Abstract

The present invention provides a kind of deep vertical monitoring point for displacement devices, including gauge head unit and measuring staff, the measuring staff includes an at least sub bar, the axial ends of the sub bar is respectively equipped with to interface and dock, the gauge head unit is equipped with to interface or dock, the connection between gauge head unit and adjacent sub bar is realized by the cooperation to interface and dock, and more than one piece sub bar is coaxially disposed and by realizing that head and the tail are sequentially connected to the cooperation of interface and dock between adjacent sub bar;At least one locked groove, the displacement closing piece that setting matches with locked groove on the outer wall of the dock are set on the inner wall to interface, and the dock insertion realizes connection between the two in interface and by the cooperation of displacement closing piece and locked groove.The device of the invention, which can effectively prevent between sub bar, to be there is gap monitoring result is caused the case where deviation occur, can effectively prevent inside the intracorporal soil of soil and moisture attack device by the way that sealing element is arranged.

Description

A kind of deep vertical monitoring point for displacement device
Technical field
The present invention relates to engineering monitoring technical fields, and in particular to a kind of deep vertical monitoring point for displacement device.
Background technique
Currently, common deep vertical monitoring point for displacement mostly uses one whole reinforcing bar or self-control iron in engineering, work as needs It just needs to process respectively when laying different depth monitoring point, versatility is poor;And gauge head at the top of common monitoring point and bottom are not Any specially treated is done, it, can be to monitoring accuracy due to standing ruler people, vertical ruler position difference every time when the out-of-flatness of ruler face is stood at top It affects greatly;And bottom does not process and only relies on monitoring point itself and periphery soil body frictional force come when reacting stratum settlement, Monitoring point and the periphery soil body easily occurs to be detached from, monitoring point can not actual response soil deformation the case where, seriously affect the essence of monitoring Degree.
The utility model patent of Publication No. CN203274723U discloses deep vertical displacement monitoring regarding to the issue above Point device, it is characterised in that: including gauge head, measuring staff, sleeve;Gauge head, measuring staff are connected through a screw thread, and measuring staff and sleeve pass through measuring staff It is connect with sleeve connector.Further, the measuring staff is that one section of measuring staff or two sections or more measuring staff are connected by measuring staff connector It forms.Further, the measuring staff makes tapered with sleeve connector bottom.Further, the gauge head is fabricated to sphere.
Although monitoring point length can be arbitrarily adjusted in above scheme, at the same gauge head and monitoring point bottom have been carried out it is special Change processing, improves measurement accuracy and effect, but gauge head, measuring staff, measuring staff connector, measuring staff and sleeve connector pass through rotation Stubborn mode is fixed, and stability is poor, and generally there are underground water for soil body deep layer, and the soil body is more moist, and moisture, which is easy to corrode, to be connected Fitting under the extruding of the soil body, and then causes measuring staff to loosen due to the reason that its stability is poor, seriously affects the heavy of the soil body Accuracy of observation drops, although in addition the setting of sleeve can increase the attachment force between the soil body, due to the tubular of itself Characteristic, attachment force increase is limited, is still easy to happen the phenomenon that being detached from the soil body, and drill to be embedded to sleeve in construction Diameter is bigger, is backfilling and compacted and is also more troublesome, and reduces construction efficiency.
In conclusion being badly in need of a kind of deep vertical monitoring point for displacement device to solve problems of the prior art.
Summary of the invention
It is an object of that present invention to provide a kind of deep vertical monitoring point for displacement device, specific technical solution is as follows:
A kind of deep vertical monitoring point for displacement device, including gauge head unit and measuring staff, the measuring staff include an at least son Bar, the axial ends of the sub bar are respectively equipped with to interface and dock, and the gauge head unit is equipped with to interface or dock, are led to The cooperation realization gauge head unit to interface and dock and the connection between adjacent sub bar are crossed, more than one piece sub bar is coaxially disposed and passes through Head and the tail, which are sequentially connected, to be realized to the cooperation of interface and dock between adjacent sub bar;
At least one locked groove is set on the inner wall to interface, is arranged on the outer wall of the dock and matches with locked groove Displacement closing piece, dock insertion realizes company between the two in interface and by the cooperation of displacement closing piece and locked groove It connects.
It is preferred in above technical scheme, locked groove is set on the inner wall of the sub bar and is formed to interface, the locked groove is L-type Structure and including be interconnected setting vertical section and horizontal segment, the horizontal segment be set to the lower end of vertical section, the docking Platform insertion rotates the dock or makes to interface to making displacement closing piece move to lower end from the upper end of vertical section in interface Displacement closing piece enters horizontal segment and moves to end from the head end of horizontal segment, and then realizes dock and the docking to interface.
It is preferred in above technical scheme, further include threaded block, locating rod is equipped in the side of the threaded block, described The outer wall of sub bar is equipped with threaded hole corresponding with locked groove horizontal segment terminal position, is equipped between the threaded hole and locked groove It is connected to the through-hole of the two, the displacement closing piece face opposite with threaded hole is equipped with location hole, and the threaded block is inserted into threaded hole In make locating rod be sequentially inserted into through-hole and location hole, and then realize the locking positioning to displacement closing piece in locked groove.
Magnet preferred in above technical scheme, that the end of the horizontal segment is equipped with for realizing displacement closing piece positioning Block.
Preferred in above technical scheme, two faces of the displacement closing piece thickness direction are equipped with plastic pad, the modeling Abrasion-proof steel ball is equipped with inside rubber mat, using interference fit between displacement closing piece and the horizontal segment.
It is preferred in above technical scheme, it further include water swelling rubber ring, the water swelling rubber ring is set to spiral shell Line block deviates from the side of locating rod.
Preferred in above technical scheme, the outer wall of the dock is equipped with sealing ring, and sealing ring surface is coated with anti-ageing Change layer, is sealed for realizing dock and between interface.
Preferred in above technical scheme, it is equal that the outer wall of the sub bar is equipped with an at least wing plate, more than one piece wing plate interval It is arranged on sub bar evenly;The sub bar has at least two length specifications, meets measuring staff by the combination of different lengths specification Length requirement.
Preferred in above technical scheme, the gauge head unit includes gauge head and looking for flat, and the gauge head is located at looking for flat Top is arranged below the looking for flat to interface or dock.
Preferred in above technical scheme, the top of the gauge head is equipped with adsorption tank, and magnetic adsorption layer is arranged in the adsorption tank.
It applies the technical scheme of the present invention, has the advantages that
(1) deep vertical monitoring point for displacement device of the invention, passes through between gauge head unit and sub bar, between each sub bar Dock and docking cause for gossip are now docked, and are realized by the locked groove to interface with the displacement closing piece cooperation on dock and are docked lock Tightly, the docking mode is relative to conventional connection type, such as is threadedly coupled, and attended operation is more convenient, while high reliablity; The horizontal segment of locked groove and displacement closing piece, which are arranged to interference fit, can make the cooperation being displaced between closing piece and horizontal segment fastening, no It easily loosens, to make the docking hole between a pair of of sub bar close to even zero, is less prone to the monitoring deviation of vertical displacement.
(2) deep vertical monitoring point for displacement device of the invention further includes water swelling rubber ring, the water-swellable rubber Cushion rubber can be pasted on threaded block using marine glue, and realization is sealed threaded hole, so that the intracorporal soil of soil and moisture It is not easy inside erosion device.
(3) sealing ring is arranged in the present invention on the outer wall of dock, and sealing ring surface is coated with anti-aging layer, can be effectively real Show dock and sealed between interface, surface, which is coated with anti-aging layer, to prevent sealing ring to be oxidized, and guarantee sealing effect.
(4) outer wall of sub bar of the present invention is equipped with an at least wing plate, more than one piece wing plate and is uniformly arranged on sub bar;Wing plate can To increase the contact area of sub bar and the soil body, and then increase the attachment force and combination degree with the soil body, realizes measuring staff and the soil body Synchronous sedimentation, guarantees monitoring accuracy.
(5) gauge head unit of the present invention includes gauge head and looking for flat, and looking for flat can be protected on the basis of it by support technician Card measuring staff is vertically arranged, and technical staff can be placed in looking for flat by professional tool horizontal ruler and measure its horizontality, The vertical degree of measuring staff is obtained indirectly;Guarantee measuring staff vertical degree can accurately react sedimentation as a result, measuring staff is avoided to set Setting inclination leads to resultant error.
(6) measuring staff globality of the invention is good, and leakproofness, threaded hole are improved by sealing ring in the junction between sub bar It is sealed by water swelling rubber ring, improves the isolation effect to the soil body, can work long hours;Even if occurring inside threaded hole It is corroded, locating rod loses the locating effect to displacement closing piece, and displacement closing piece is due to passing through a pair of of plastic pad and horizontal segment mistake It is full of cooperation, the frictional force that in addition soil body indirectly applies sub bar by wing plate can prevent to be displaced closing piece in horizontal segment displacement, because This has little influence on the stability between sub bar.
Other than objects, features and advantages described above, there are also other objects, features and advantages by the present invention. Below with reference to figure, the present invention is described in further detail.
Detailed description of the invention
The attached drawing constituted part of this application is used to provide further understanding of the present invention, schematic reality of the invention It applies example and its explanation is used to explain the present invention, do not constitute improper limitations of the present invention.In the accompanying drawings:
Fig. 1 is the overall structure diagram of deep vertical monitoring point for displacement device of the present invention;
Fig. 2 is the structural schematic diagram of sub bar in Fig. 1;
Fig. 3 is the partial sectional view in sub bar to interface;
Fig. 4 is the cross-sectional view being displaced between closing piece and threaded block;
Fig. 5 is the structural schematic diagram of dock in Fig. 2;
Wherein, 1, measuring staff, 101, sub bar, 2, looking for flat, 3, gauge head, 4, wing plate, 5, dock, 6, displacement closing piece, 7, lock Slot, 8, threaded block, 9, water swelling rubber ring, 10, locating rod, 11, location hole, 12, plastic pad, 13, magnet block, 14, magnetic Layer, 15, sealing ring.
Specific embodiment
The embodiment of the present invention is described in detail below in conjunction with attached drawing, but the present invention can be limited according to claim Fixed and covering multitude of different ways is implemented.
Embodiment 1:
Referring to Fig. 1-5, a kind of deep vertical monitoring point for displacement device, including gauge head unit and measuring staff 1, the measuring staff 1 are wrapped An at least sub bar 101 is included, the axial ends of the sub bar 101 is respectively equipped with to interface and dock 5, and the gauge head unit is set Have to interface or dock 5, the connection between gauge head unit and adjacent sub bar realized by the cooperation to interface and dock 5, More than one piece sub bar 101 is coaxially disposed and by realizing that head and the tail are sequentially connected to the cooperation of interface and dock 5 between adjacent sub bar;
Referring to figs. 2 and 3, at least one locked groove 7 is set on the inner wall to interface, on the outer wall of the dock 5 The displacement closing piece 6 to match with locked groove is set, and the insertion of dock 5 is matched in interface and by displacement closing piece 6 with locked groove It closes and realizes connection between the two.
Preferably, locked groove is arranged on the inner wall of the sub bar to be formed to interface, the locked groove 7 is for L-type structure and including phase The vertical section and horizontal segment of intercommunicated setting, the horizontal segment are set to the lower end of vertical section, and the dock insertion is to interface In to be displaced closing piece 6 and from the upper end of vertical section move to lower end, rotate the dock or to interface to be displaced closing piece 6 into Enter horizontal segment and move to end from the head end of horizontal segment, and then realizes dock and the docking to interface.
Preferably, the locked groove of the equidirectional setting of two pieces is set on the sub bar, and setting two pieces locked groove guarantees the stabilization of connection Property.
Referring to fig. 4, the deep vertical monitoring point for displacement device further includes threaded block 8, is set in the side of the threaded block 8 There is locating rod 10, threaded hole corresponding with 7 horizontal segment terminal position of locked groove is equipped on the outer wall of the sub bar 101, it is described The through-hole of both connections is equipped between threaded hole and locked groove 7, the displacement closing piece 6 face opposite with threaded hole is equipped with location hole 11, the threaded block 8, which is inserted into threaded hole, makes locating rod 10 be sequentially inserted into through-hole and location hole 11, and then realizes and lock to displacement Locking positioning of the block 6 in locked groove screws in threaded block in threaded hole, carry out locking positioning to displacement closing piece by locating rod, Preferably, one end of the remotely located bar of the threaded block is equipped with flat recess or cross recess convenient for turning threaded block.
The end of the horizontal segment is equipped with the magnet block 13 for being displaced the positioning of closing piece 6, and the displacement closing piece 6 is using magnetic Metal material, the displacement closing piece 6 are adsorbed after entering horizontal segment by magnet block, then carry out locking positioning using threaded block.
Two faces of displacement 6 thickness direction of closing piece are equipped with plastic pad 12, it is preferred that are equipped with inside the plastic pad Abrasion-proof steel ball, setting abrasion-proof steel ball can be improved the abrasion resistant effect of plastic pad and reduce the deformation extent of plastic pad, prevent plastic cement Pad deforms under frictional force effect and excessive loses effect.The abrasion-proof steel ball can add during plastic pad makes and forms Enter.
Using interference fit, i.e. thickness after displacement closing piece installation plastic pad between the displacement closing piece 6 and horizontal segment Size is slightly larger than horizontal segment groove width size, can make the cooperation being displaced between closing piece and horizontal segment fastening in this way, be not easy to loosen, from And the docking hole between a pair of of sub bar 101 is made to be less prone to the monitoring deviation of vertical displacement close to even zero.Preferably, It should be gap-matched between the displacement closing piece 6 and vertical section, i.e., the groove width size of vertical section is greater than the width for being displaced closing piece Degree size enters in locked groove so that it is convenient to be displaced closing piece.
The deep vertical monitoring point for displacement device further includes water swelling rubber ring 9, and the water swelling rubber ring 9 is set It is placed in the side that threaded block 8 deviates from locating rod 10.The water swelling rubber ring can be pasted on threaded block using marine glue, Realization is sealed threaded hole, so that the intracorporal soil of soil and moisture are not easy inside erosion device, it should be noted that this dress The measuring staff part set is directly to be embedded in inside soil, therefore device sets and do not need to be dismantled again later, and chance water can be used Expanded rubber circle carries out permanent seal to threaded hole.
Referring to Fig. 5, the outer wall of the dock 5 is equipped with sealing ring 15, and 15 surface of sealing ring is coated with anti-aging layer, is used for It realizes dock and is sealed between interface.
The sub bar 101 has at least two length specifications, is wanted by the length that the combination of different lengths specification meets measuring staff 1 It asks.Preferably, length specifically has the length specification of 0.5m, 1m and 2m for technical staff's selection there are many sub bars 101, Selection combination is carried out according to actual needs for technical staff.
The outer wall of the sub bar 101 is equipped with an at least wing plate 4, more than one piece wing plate 4 and sub bar 101 is arranged in evenly and at intervals On;Wing plate 4 can increase the contact area of sub bar 101 Yu the soil body, and then increase the attachment force and combination degree with the soil body, realize The sedimentation synchronous with the soil body of measuring staff 1.Preferably, the sub bar, dock and wing plate can be arranged using being integrally formed.
The gauge head unit includes gauge head 3 and looking for flat 2, and the gauge head 3 is located at 2 top of looking for flat, in the looking for flat 2 Lower section is arranged to interface or dock 5.Preferably, dock is set below looking for flat in the present embodiment.It can certainly be arranged To interface, a cyclic structure is welded in the lower section of looking for flat and locked groove is set inside cyclic structure.
Looking for flat can be by support technician to guarantee that measuring staff 1 is vertically arranged on the basis of it, and technical staff can be by special Industry tool level ruler, which is placed in looking for flat 2, measures its horizontality, obtains the vertical degree of measuring staff 1 indirectly.
The top of the gauge head 3 is equipped with adsorption tank, and magnetic adsorption layer 14 is arranged in the adsorption tank.When due to technical staff's measurement In order to protect ruler body that protection iron plate can all be arranged, magnetic adsorption layer 14, which can be played using magnetic attraction, to be assisted admittedly for the measurement ruler lower end used Determine the effect of measurement ruler.
The measuring staff 1 of the present apparatus is used to be implemented in combination with synchronous sedimentation with the soil body, and gauge head 3 provides monitoring platform, is surveyed by measurement First 3 sedimentation carrys out the vertical displacement of analytical soil sample.
The measuring staff globality of the present apparatus is good, sub bar junction by sealing ring 15 improve leakproofness, threaded hole also by Water swelling rubber ring 9 seals, and improves the isolation effect to the soil body, can work long hours;Even if occurring meeting with inside threaded hole To erosion, locating rod 10 is lost to the locating effect for being displaced closing piece 6, and displacement closing piece 6 is due to passing through a pair of of plastic pad 12 and level Section interference fit, the frictional force that in addition soil body indirectly applies sub bar 101 by wing plate 4 can prevent displacement closing piece 6 in level Section moves, therefore has little influence on the stability between sub bar 101.
Preferably, the surface of the present apparatus can carry out antirust with painting, and device mode is further prevented to corrode.
Using the technical solution of the present embodiment, specifically:
According to the depth of monitoring point, appropriate number of sub bar 101 is selected to be combined before embedment, a pair of of sub bar 101 exists When combination, paying attention to for a pair of displacement closing piece 6 being aligned with a pair of of locked groove 7 respectively, displacement closing piece 6 initially enters the vertical section of locked groove 7, Displacement closing piece 6 slides decline in vertical section, and a pair of of about 101 sub bar is docked and fitted closely, and rotates clockwise upside at this time Sub bar 101, displacement closing piece 6 be transitioned into horizontal segment out of vertical section and be moved to from magnet block 13, magnet block 13 will displacement lock The absorption of block 6 is fixed;Then threaded block 8 is screwed in threaded hole, while locating rod 10 is driven to be inserted into the positioning on displacement closing piece 6 In hole 11, the positioning to displacement closing piece 6 is realized, complete the combination between a pair of of sub bar 101, and combination is surplus in the same manner Remaining sub bar 101 and looking for flat 2.
After having openning hole at the scene, device is vertically disposed in hole, it is levelling by looking for flat 2, backfill rammer is carried out after the completion In fact, when measurement, by being put on the basis of the fixed point of setting as starting elevation, the elevation of periodic measurement gauge head 3, according to gauge head 3 Elevation changes it can be learnt that the deep vertical of the soil body is displaced.
It applies the technical scheme of the present invention, effect is:
The device of the invention, which can effectively prevent between sub bar, to be there is gap monitoring result is caused the case where deviation occur, Guarantee that the result of monitoring is accurate and reliable, can effectively prevent the intracorporal soil of soil and moisture attack device by the way that sealing element is arranged It is internal.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, for the skill of this field For art personnel, the invention may be variously modified and varied.All within the spirits and principles of the present invention, made any to repair Change, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.

Claims (10)

1. a kind of deep vertical monitoring point for displacement device, which is characterized in that including gauge head unit and measuring staff (1), the measuring staff (1) Including an at least sub bar (101), the axial ends of the sub bar (101) is respectively equipped with to interface and dock (5), the survey Head device is equipped with to interface or dock (5), realizes gauge head unit and adjacent sub bar by the cooperation to interface and dock (5) Between connection, more than one piece sub bar (101) coaxial arrangement and by between adjacent sub bar to the cooperation of interface and dock (5) realization Head and the tail are sequentially connected;
At least one locked groove (7) is set on the inner wall to interface, setting and locked groove phase on the outer wall of the dock (5) The displacement closing piece (6) matched, dock (5) insertion realize two in interface and by displacement closing piece (6) and the cooperation of locked groove Connection between person.
2. deep vertical monitoring point for displacement device according to claim 1, which is characterized in that set on the inner wall of the sub bar It sets locked groove to be formed to interface, the locked groove (7) is described for L-type structure and including the vertical section being arranged and the horizontal segment of being interconnected Horizontal segment is set to the lower end of vertical section, and the dock insertion is to be displaced closing piece (6) from the upper end of vertical section in interface Lower end is moved to, the dock is rotated or makes displacement closing piece (6) enter horizontal segment and transport from the head end of horizontal segment interface It moves to end, and then realizes dock and the docking to interface.
3. deep vertical monitoring point for displacement device according to claim 2, which is characterized in that it further include threaded block (8), The side of the threaded block (8) is equipped with locating rod (10), is equipped with and locked groove (7) horizontal segment on the outer wall of the sub bar (101) The corresponding threaded hole of terminal position is equipped with the through-hole of both connections, the displacement lock between the threaded hole and locked groove (7) Block (6) face opposite with threaded hole is equipped with location hole (11), makes locating rod (10) in threaded block (8) the insertion threaded hole It is sequentially inserted into through-hole and location hole (11), and then realizes the locking positioning to displacement closing piece (6) in locked groove.
4. deep vertical monitoring point for displacement device according to claim 3, which is characterized in that the end of the horizontal segment is set There is the magnet block (13) for realizing displacement closing piece (6) positioning.
5. deep vertical monitoring point for displacement device according to claim 3, which is characterized in that the displacement closing piece (6) is thick Two faces for spending direction are equipped with plastic pad (12), and abrasion-proof steel ball, the displacement closing piece (6) and water are equipped with inside the plastic pad Using interference fit between flat section.
6. deep vertical monitoring point for displacement device according to claim 3, which is characterized in that further include hydro-expansive rubber It encloses (9), the water swelling rubber ring (9) is set to the side that threaded block (8) deviate from locating rod (10).
7. deep vertical monitoring point for displacement device according to claim 3, which is characterized in that outside the dock (5) Wall is equipped with sealing ring (15), and sealing ring surface is coated with anti-aging layer, seals for realizing dock and between interface.
8. deep vertical monitoring point for displacement device according to claim 3, which is characterized in that outside the sub bar (101) Wall is equipped with an at least wing plate (4), more than one piece wing plate (4) and is arranged on sub bar (101) evenly and at intervals;The sub bar (101) With at least two length specifications, the length requirement of measuring staff (1) is met by the combination of different lengths specification.
9. deep vertical monitoring point for displacement device described in any one of -8 according to claim 1, which is characterized in that the survey Head device includes gauge head (3) and looking for flat (2), and the gauge head (3) is located above looking for flat (2), below the looking for flat (2) It is arranged to interface or dock (5).
10. deep vertical monitoring point for displacement device according to claim 9, which is characterized in that the top of the gauge head (3) Equipped with adsorption tank, magnetic adsorption layer (14) are set in the adsorption tank.
CN201910641173.4A 2019-07-16 2019-07-16 A kind of deep vertical monitoring point for displacement device Pending CN110231015A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910641173.4A CN110231015A (en) 2019-07-16 2019-07-16 A kind of deep vertical monitoring point for displacement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910641173.4A CN110231015A (en) 2019-07-16 2019-07-16 A kind of deep vertical monitoring point for displacement device

Publications (1)

Publication Number Publication Date
CN110231015A true CN110231015A (en) 2019-09-13

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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101899829A (en) * 2010-07-22 2010-12-01 浙江中隧桥波形钢腹板有限公司 Evaginable wing plate hollow steel pipe pile
CN203274723U (en) * 2013-04-15 2013-11-06 北京市勘察设计研究院有限公司 Deep vertical displacement monitoring point device
CN204432732U (en) * 2015-02-11 2015-07-01 李德良 The connection structure of a kind of clamping fixture head and vertical rod
CN205442285U (en) * 2016-03-02 2016-08-10 杭州优迈科技有限公司 Formula lamp that arrives at a station is inhaled to magnetism
WO2017191564A1 (en) * 2016-05-05 2017-11-09 C.S.G. S.R.L. Apparatus for 2d/3d monitoring of geotechnical, geological-structural, hydrogeological and geophysical parameters of soils, rocks and structures in general
CN107675796A (en) * 2017-09-19 2018-02-09 西北工业大学 Automatic absorbing for space truss connection locks bindiny mechanism
CN208107373U (en) * 2018-04-25 2018-11-16 青岛福伦电子电器有限公司 A kind of copper pipe connection structure
CN208733677U (en) * 2018-04-28 2019-04-12 全度环保(武汉)有限公司 A kind of Safety well cover
CN208939234U (en) * 2018-08-13 2019-06-04 天津威尔斯达科技股份有限公司 A kind of buckle-type waterproof plug
CN210070916U (en) * 2019-07-16 2020-02-14 湖南联智科技股份有限公司 Deep vertical displacement monitoring point device

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101899829A (en) * 2010-07-22 2010-12-01 浙江中隧桥波形钢腹板有限公司 Evaginable wing plate hollow steel pipe pile
CN203274723U (en) * 2013-04-15 2013-11-06 北京市勘察设计研究院有限公司 Deep vertical displacement monitoring point device
CN204432732U (en) * 2015-02-11 2015-07-01 李德良 The connection structure of a kind of clamping fixture head and vertical rod
CN205442285U (en) * 2016-03-02 2016-08-10 杭州优迈科技有限公司 Formula lamp that arrives at a station is inhaled to magnetism
WO2017191564A1 (en) * 2016-05-05 2017-11-09 C.S.G. S.R.L. Apparatus for 2d/3d monitoring of geotechnical, geological-structural, hydrogeological and geophysical parameters of soils, rocks and structures in general
CN107675796A (en) * 2017-09-19 2018-02-09 西北工业大学 Automatic absorbing for space truss connection locks bindiny mechanism
CN208107373U (en) * 2018-04-25 2018-11-16 青岛福伦电子电器有限公司 A kind of copper pipe connection structure
CN208733677U (en) * 2018-04-28 2019-04-12 全度环保(武汉)有限公司 A kind of Safety well cover
CN208939234U (en) * 2018-08-13 2019-06-04 天津威尔斯达科技股份有限公司 A kind of buckle-type waterproof plug
CN210070916U (en) * 2019-07-16 2020-02-14 湖南联智科技股份有限公司 Deep vertical displacement monitoring point device

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