CN208293636U - A kind of scalable measurement stake for building settlement monitoring - Google Patents
A kind of scalable measurement stake for building settlement monitoring Download PDFInfo
- Publication number
- CN208293636U CN208293636U CN201820753094.3U CN201820753094U CN208293636U CN 208293636 U CN208293636 U CN 208293636U CN 201820753094 U CN201820753094 U CN 201820753094U CN 208293636 U CN208293636 U CN 208293636U
- Authority
- CN
- China
- Prior art keywords
- built
- groove
- fixed
- stake
- settlement monitoring
- 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.)
- Expired - Fee Related
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to building settlement monitoring technology fields, are related to a kind of scalable measurement stake for building settlement monitoring, include pile body, built-in groove and protection cap;The built-in groove is arranged under earth's surface;The pile body is located in built-in groove, and can rise to and elevate above the soil or drop in built-in groove;The protection cap activity folding is on the built-in groove.The utility model utilizes protection cap, plays the role of effective outer protection to pile body;Pile body is retracted to underground, the destruction that can be reduced environment and the factors such as artificial, prevents its position from shifting, guarantees the accuracy of monitoring data, overcoming existing measurement stake influences the defect of monitoring data precision because of exposed earth's surface, to achieve the purpose that improve measurement accuracy.
Description
Technical field
The utility model relates to building settlement monitoring technology fields, supervise more specifically to one kind for building settlement
The scalable measurement stake of control.
Background technique
In order to guarantee building normal service life and building safety, it is desirable that periodically to building carry out
Settlement monitoring.Using total station periodically to Building's Subsidence Survey during, monitor for convenience and guarantee observation precision
And the bench mark that certain amount has fixed position is set, permanent bench mark position easy to find when for measurement next time passes through
It is embedded to measure stake to determine the position of permanent bench mark, conveniently to building implementation cycle property monitoring.
Existing measurement stake situation: 1, having mushroom head, and shape is the L shape measurement stake that L shape general steel is embedded in ground surface in advance.2,
The convenient fixed point monitoring of insertion at any time measures stake with mushroom head cylinder rapid plug-in when use.
The shortcomings that existing measurement stake/deficiency: being exposed to earth's surface, and the factors such as artificial can make to measure the generation of stake position accordingly
Offset, measurement stake itself may be destroyed to a certain extent, influence monitoring data precision;There is no specific safeguard measure, holds
The weathering and erosion vulnerable to natural environment influence;Existing measurement stake protrudes from ground level to a certain degree, can not flexibly stretch, pipe
Reason is inconvenient.
Utility model content
In view of this, the present invention provides a kind of scalable measurement stakes for building settlement monitoring, existing to solve
There is measurement stake to influence the defect of monitoring data precision because of exposed earth's surface.
To achieve the above object, the utility model provides following technical solution:
A kind of scalable measurement stake for building settlement monitoring, includes pile body, built-in groove and protection cap;It is described pre-
Slot is buried to be arranged under earth's surface;The pile body is located in built-in groove, and can rise to and elevate above the soil or drop in built-in groove;Institute
Protection cap activity folding is stated on the built-in groove.
As a preferred embodiment of the present invention, which includes lift lever, fixed link and observation monument;It is described solid
Fixed pole plant is fixed in the built-in groove;The lift lever is movably arranged in the fixed link;The observation monument is fixed
In the upper end of the lift lever, and the observation monument can rise to lift lever and elevate above the soil or drop to built-in groove
It is interior.
As a preferred embodiment of the present invention, which further includes having support plate;The support plate is fixed on described mention
On rising stem, the observation monument is fixed in the support plate.
As a preferred embodiment of the present invention, which further includes having bolt;The fixed link offers connecting hole, institute
It states lift lever and offers the intercommunicating pore to match with connecting hole;The bolt activity plant is fixed on the connecting hole and intercommunicating pore
On.
As a preferred embodiment of the present invention, which includes upper through-hole and lower through-hole;The bolt activity is inserted
Set be fixed in the connecting hole and upper through-hole make the fixed link rise to elevate above the soil or the slotting removable pin plant it is solid
Being scheduled in the connecting hole and lower through-hole drops to the fixed link in built-in groove.
As a preferred embodiment of the present invention, which further includes having nut;The nut thread, which screws, is fixed on institute
It states on bolt.
As a preferred embodiment of the present invention, which further includes having bearing rod;The bearing rod is vertically fixed on
On the built-in groove inner wall, the protection cap is movably arranged on the bearing rod for opening and closing the built-in groove.
As a preferred embodiment of the present invention, which further includes having sliding slot;The sliding slot is horizontally installed on described
On the inner wall of built-in groove, outlet is intersected with bearing rod, for accommodating the removable cover.
It can be seen from the above technical scheme that the utility model has the following beneficial effects:
1, using protection cap, effective outer protection is played to pile body.
2, pile body is located underground, is just promoted to ground when use, both saves ground space, while the use to ground
It does not have an impact.
3, pile body is retracted to underground, can be reduced the destruction of environment and the factors such as artificial, prevents its position from shifting, guarantee
The accuracy of monitoring data, overcoming existing measurement stake because of exposed earth's surface influences the defect of monitoring data precision, to reach
Improve the purpose of measurement accuracy.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
New embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is a kind of entirety of the scalable measurement stake for building settlement monitoring provided by the utility model embodiment
Off working state elevation.
Fig. 2 is a kind of entirety of the scalable measurement stake for building settlement monitoring provided by the utility model embodiment
Off working state sectional view.
Fig. 3 is a kind of entirety of the scalable measurement stake for building settlement monitoring provided by the utility model embodiment
Working condition elevation.
Fig. 4 is a kind of entirety of the scalable measurement stake for building settlement monitoring provided by the utility model embodiment
Working condition sectional view.
Fig. 5 is a kind of decomposition of the scalable measurement stake for building settlement monitoring provided by the utility model embodiment
Figure.
In figure: 1- grade;2- bearing rod;3- built-in groove;4- concrete pier;5- protection cap;51- handle;6- sliding slot;
7- lift lever;71- observation monument;72- support plate;The 73- body of rod;731- intercommunicating pore;8- bolt;9- nut;10- fixed link;
101- is anti-to raise one's hat;The upper through-hole of 102-;103- lower through-hole;11- pile body.
Specific embodiment
As shown in figures 1-5, a kind of scalable measurement stake for building settlement monitoring is present embodiments provided, includes
Pile body 11, built-in groove 3 and protection cap 5;The built-in groove 3 is arranged under earth's surface;The pile body 11 is located in built-in groove 3, and
It can rise to and elevate above the soil or drop in built-in groove 3;The 5 activity folding of protection cap is on the built-in groove 3.In this reality
It applies in example, the lower part of the pile body 11 is fixed in built-in groove 3, and upper part can be with movable telescopic, the top of the pile body 11
Both it can rise to and elevate above the soil, can also drop in built-in groove 3, the protection cap 5 movable can both be opened so that described
The top of pile body 11 is unobstructed and rises to and elevates above the soil, and can also be closed with removable cover so that the top of the pile body 11 is because being obstructed
It keeps off and drops in built-in groove 3.
Specifically, in the present embodiment, which includes lift lever 7, fixed link 10 and observation monument 71;It is described
The plant of fixed link 10 is fixed in the built-in groove 3;The lift lever 7 is movably arranged in the fixed link 10;The observation
Mark 71 is fixed on the upper end of the lift lever 7, and the observation monument 71 elevate above the soil as lift lever 7 can rise to or
It drops in built-in groove 3.Since the observation monument 71 is fixed on lift lever 7, the operating state of observation monument 71 will
The operating state of meeting lift lever 7 is consistent: when lift lever 7 rises to along 10 activity of fixed link to elevate above the soil, by institute
It states observation monument 71 and is risen to also with 7 activity of lift lever and elevated above the soil;When lift lever 7 drop to along 10 activity of fixed link it is pre-
When burying in slot 3, since the observation monument 71 drops in built-in groove 3 also with 7 activity of lift lever.Certainly, here, described
The activity setting of lift lever 7 and fixed link 10, can be both arranged for threaded engagement activity, be also possible to punched card and take over a job dynamic set
It sets, can also be overturning folding activity setting.As long as being able to achieve the observation monument 71 as lift lever 7 can rise to stretching
Ground drops to purpose in built-in groove 3.
The pile body 11 further includes having support plate 72;The support plate 72 is fixed on the lift lever 7, the observation monument
71 are fixed in the support plate 72.The pile body 11 further includes having bolt 8;The fixed link 10 offers connecting hole, described to mention
Rising stem 7 offers the intercommunicating pore 731 to match with connecting hole;8 activity of the bolt plant be fixed on the connecting hole be connected to
On hole 731.The connecting hole includes upper through-hole 102 and lower through-hole 103;8 activity of bolt, which is planted, is fixed on the connecting hole
It elevates above the soil or slotting removable pin plant is fixed on the connection with the fixed link 10 is risen to
Drop to the fixed link 10 in built-in groove 3.The pile body 11 further includes having nut 9;The spiral shell
Female 9 threaded engagements are fixed on the bolt 8.In the present embodiment, the observation monument 71 is fixed on by support plate 72
On the lift lever 7,7 positional shift of lift lever or damage can be caused because being directly anchored to lift lever 7 to avoid observation monument 71
Bad phenomenon.Run through in the fixed link 10 and offers through-hole 102 and lower through-hole 103;The lift lever 7 is additionally provided with hollow
The body of rod 73, and the inside aperture of the body of rod 73 is inserted into the directly activity of lift lever 7 admittedly greater than the outer diameter of fixed link 10
In fixed pole 10: when need to rise to lift lever 7 elevate above the soil when, it is only necessary to lift lever 7 is risen along the activity of fixed link 10
Intercommunicating pore 731 to the lift lever 7 is concordant with the upper through-hole 102 of the fixed link 10, then plants 8 activity of bolt and fixes
It can reach so that the fixed link 10 rises to the purpose to elevate above the soil in the connecting hole and upper through-hole 102;Work as needs
When lift lever 7 is down in built-in groove 3, it is only necessary to which lift lever 7 is dropped to the lift lever 7 along 10 activity of fixed link
Intercommunicating pore 731 is concordant with the lower through-hole 103 of the fixed link 10, then the activity of bolt 8 is planted be fixed on the connecting hole and
It can reach so that the fixed link 10 is down to the purpose in built-in groove 3 in lower through-hole 103.Lift lever 7 is from fixation in order to prevent
Slid on bar 10, be further fixed at the top of the fixed link it is anti-raise one's hat 101, this is anti-to raise one's hat 101 for stopping lift lever 7 because firmly
Excessively slid from fixed link 10.
It is arranged on built-in groove 3 in order to facilitate the folding of protection cap 5, which further includes having bearing rod 2;The bearing rod
2 are vertically fixed on 3 inner wall of built-in groove, and the protection cap 5 is movably arranged on the bearing rod 2 described pre- for opening and closing
Bury slot 3;The measurement stake further includes having sliding slot 6;The sliding slot 6 is horizontally installed on the inner wall of the built-in groove 3, is exported and is held
Extension bar 2 intersects, for accommodating the removable cover.In the present embodiment, undertaking is provided on the left and right inner wall of the built-in groove 3
Bar 2, and the height of the bearing rod 2 is less than the height of built-in groove 3, but is higher than the contraction height of pile body 11, and the bearing rod 2 is main
Protection cap 5 is used to support to be covered in built-in groove 3;The built-in groove 3 bearing rod 2 on the right side of inner wall, which is turned right, is recessed with sliding slot 6,
The sliding slot 6 is for placing protection cap 5;And it is additionally provided with handle 51 in the protection cap 5, the handle 51 is for facilitating user mobile
Protection cap 5.In actual operation, when need to rise to lift lever 7 elevate above the soil when, need to first pass through handle 51, will protect
Lid 5 enters in sliding slot 6 along 6 direction of sliding slot makes do not have shelter on built-in groove 3;It is pre-buried when needing for lift lever 7 to be down to
It when in slot 3, needs to first pass through handle 51, protection cap 5 is skidded off into sliding slot 6 along 6 opposite direction of sliding slot and is used to built-in groove 3 is covered completely
In by pile body 11 and extraneous isolation, prevent pile body 11 impaired.
The course of work of the present embodiment: measurement stake installation: suitable position digging is set pre- first under the ground level of grade 1
Slot 3 is buried, then the casting concrete pier 4 in built-in groove 3, while the lower part of pile body 11 being protruded into cast-in-place concrete pier 4, to mixed
Solidifying 4 spontaneous curing of knoll, then pile body 11 is dropped in built-in groove 3, then cover protection cap 5.Before being monitored, first
Protection cap 5 is opened, then the top of pile body 11 is risen to and elevates above the soil and fixes, monitoring can be started and used;It has monitored
Bi Hou, the top of pile body 11 is dropped in built-in groove 3, then covers protection cap 5.
It can be seen from the above technical scheme that the present embodiment has the beneficial effect that protection cap 5 in 1, measurement stake, to survey
Effective outer protection is played in amount stake.2, pile body 11 is located underground, is just promoted to ground when use, and it is empty both to have saved ground
Between, while the use on ground is not had an impact.3, pile body 11 is retracted to underground, can be reduced the broken of environment and the factors such as artificial
It is bad, it prevents its position from shifting, guarantees the accuracy of monitoring data, overcome existing measurement stake influences to supervise because of exposed earth's surface
The defect of measured data precision.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments in the case where not departing from this practical spirit or scope.Therefore, this is practical
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Claims (8)
1. a kind of scalable measurement stake for building settlement monitoring, which is characterized in that include pile body, built-in groove and protection
Lid;The built-in groove is arranged under earth's surface;The pile body is located in built-in groove, and can rise to elevate above the soil or drop to it is pre-
It buries in slot;The protection cap activity folding is on the built-in groove.
2. a kind of scalable measurement stake for building settlement monitoring according to claim 1, it is characterised in that: the stake
Body includes lift lever, fixed link and observation monument;The fixed link plant is fixed in the built-in groove;The lift lever
It is movably arranged in the fixed link;The observation monument is fixed on the upper end of the lift lever, and the observation monument can
It elevates above the soil or drops in built-in groove as lift lever rises to.
3. a kind of scalable measurement stake for building settlement monitoring according to claim 2, it is characterised in that: pile body is also
It include support plate;The support plate is fixed on the lift lever, and the observation monument is fixed in the support plate.
4. a kind of scalable measurement stake for building settlement monitoring according to claim 2, it is characterised in that: the stake
Body further includes having bolt;The fixed link offers connecting hole, and the lift lever offers the intercommunicating pore to match with connecting hole;
The bolt activity plant is fixed on the connecting hole and intercommunicating pore.
5. a kind of scalable measurement stake for building settlement monitoring according to claim 4, it is characterised in that: the company
Connecing hole includes upper through-hole and lower through-hole;Bolt activity plant be fixed in the connecting hole and upper through-hole make it is described solid
Fixed pole, which rises to, to elevate above the soil or bolt activity plant is fixed in the connecting hole and lower through-hole and makes the fixed link
It drops in built-in groove.
6. a kind of scalable measurement stake for building settlement monitoring according to claim 4, it is characterised in that: the stake
Body further includes having nut;The nut thread, which screws, to be fixed on the bolt.
7. a kind of scalable measurement stake for building settlement monitoring according to claim 5 or 6, it is characterised in that: should
Measuring stake further includes having bearing rod;The bearing rod is vertically fixed on the built-in groove inner wall, the protection cap activity setting
For opening and closing the built-in groove on the bearing rod.
8. a kind of scalable measurement stake for building settlement monitoring according to claim 7, it is characterised in that: the measurement
Stake further includes having sliding slot;The sliding slot is horizontally installed on the inner wall of the built-in groove, and outlet is intersected with bearing rod, for holding
Receive the removable cover.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820753094.3U CN208293636U (en) | 2018-05-18 | 2018-05-18 | A kind of scalable measurement stake for building settlement monitoring |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820753094.3U CN208293636U (en) | 2018-05-18 | 2018-05-18 | A kind of scalable measurement stake for building settlement monitoring |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208293636U true CN208293636U (en) | 2018-12-28 |
Family
ID=64728202
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820753094.3U Expired - Fee Related CN208293636U (en) | 2018-05-18 | 2018-05-18 | A kind of scalable measurement stake for building settlement monitoring |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208293636U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108360584A (en) * | 2018-05-18 | 2018-08-03 | 五邑大学 | A kind of scalable measurement stake for building settlement monitoring |
-
2018
- 2018-05-18 CN CN201820753094.3U patent/CN208293636U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108360584A (en) * | 2018-05-18 | 2018-08-03 | 五邑大学 | A kind of scalable measurement stake for building settlement monitoring |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205333076U (en) | Structure is buried underground to settlement monitoring point in earth's surface | |
CN208293636U (en) | A kind of scalable measurement stake for building settlement monitoring | |
CN103485320B (en) | U-shaped inclinometer and mounting and embedding method thereof | |
CN202170504U (en) | Instrument for observing delamination frost-heave amount of in-situ soil | |
CN203364831U (en) | Global navigational satellite system observation pillar for reducing temperature difference effect | |
CN108445195A (en) | Anti- " locking " body frost heaving test sample cylinder of one kind | |
CN102620715A (en) | Observation method of foundation settlement based on liquid level difference | |
CN202562470U (en) | Buried type foundation settlement observing device | |
CN212865883U (en) | Deformation monitoring device of accurate foundation ditch | |
CN202793533U (en) | Riverway water gauge | |
CN107462211A (en) | A kind of road foundation settlement monitoring sensor for being suitable for having half/rigid structural layer | |
CN108360584A (en) | A kind of scalable measurement stake for building settlement monitoring | |
KR101306253B1 (en) | Foundation member and construction method for marine bridge using the same | |
CN207608633U (en) | A kind of cathodic protection test pile | |
CN203310412U (en) | GNSS (global navigation satellite system) observation pillar for reducing multipath effect | |
CN211006617U (en) | Install level standard core structure on basement rock | |
CN205712053U (en) | Large area super soft foundation settlement monitoring device | |
CN213397277U (en) | Construction site foundation pit water level monitoring device | |
CN201081672Y (en) | Protective cover type settlement observation control point | |
CN205138591U (en) | Prevent subsiding simple and easy observation device of formula farmland irrigation canals and ditches depth of water | |
CN212670530U (en) | Foundation pit confined water early warning equipment system | |
CN210689599U (en) | A earth's surface settlement point buries structure underground for subsiding monitoring | |
KR200370806Y1 (en) | Measurement device for underground construction of smooth's ground | |
CN104746522B (en) | A kind of for dredging silt matter soil district foundation ditch can intelligent deformation regulation tiltedly throw support support system | |
CN207007401U (en) | A kind of soil pressure cell fixing device for Tunnel Surrounding Rock Pressure test |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181228 Termination date: 20210518 |
|
CF01 | Termination of patent right due to non-payment of annual fee |