CN206281487U - Self-retaining formula inclinometer pipe - Google Patents
Self-retaining formula inclinometer pipe Download PDFInfo
- Publication number
- CN206281487U CN206281487U CN201621201836.9U CN201621201836U CN206281487U CN 206281487 U CN206281487 U CN 206281487U CN 201621201836 U CN201621201836 U CN 201621201836U CN 206281487 U CN206281487 U CN 206281487U
- Authority
- CN
- China
- Prior art keywords
- inclinometer pipe
- tube coupling
- push rod
- fixed
- retaining
- 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
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A kind of self-retaining formula inclinometer pipe, including connection tube coupling, bottom tube coupling, inclinometer pipe fixture, the upper end for connecting tube coupling is provided with adapter sleeve, connecting tube internode is fixed by bottom with adapter sleeve grafting, the bottom tube coupling includes hollow body and taper bottom, the taper bottom is fixedly installed on the bottom of body, body upper end is provided with adapter sleeve and is fixed with tube coupling grafting is connected, the inclinometer pipe fixture is fixedly installed the surface of bottom tube coupling and connection tube coupling, the inclinometer pipe fixture includes retaining collar, push rod, the push rod is uniformly arranged on the angle for being formed between the other end and retaining collar of the surface of fixed cover ring set and push rod and being not more than 45 degree.Effectively can be fixed on fixed body under earth's surface by the utility model, inclinometer pipe floating is prevented to cannot be attached to the position specified, so as to the problem that the effective deviational survey depth for causing inclinometer pipe is reduced, inclinometer pipe fixture is effectively reduced inclinometer pipe disturbance, effectively improves the certainty of measurement of inclinometer pipe.
Description
Technical field
The utility model is related to building deviation survey equipment field, espespecially a kind of self-retaining formula inclinometer pipe.
Background technology
Its deformation inclination angle of monitoring is needed in field of civil engineering to building, structure, stake, side slope or pattern foundation pit supporting structure, it is existing
Many use inclinometers are monitored in having technology.The probe of inclinometer is a cylinder, respectively there is a pair of pulleys, upper lower whorl up and down
Away from 500mm, its operation principle is the property that vertical direction is remained using gravity pendulum, measures probe axis and is hung down with pendulum
Inclination angle between straight line, the change at inclination angle can be changed and obtained by electric signal, changed by the angular deflection of geodesic structure such that it is able to be known
Value.
Pre-plugged inclinometer pipe is needed using inclinometer, then inclinometer is put into inclinometer pipe and is measured.Inclinometer pipe
It is have before and after multiple tube couplings to be mutually spliced, it is long to be generally 2m per tube coupling, is made using steel, aluminium alloy, plastics etc., most often
Or PVC plastic expects pipe.Inclinometer pipe before steel reinforcement cage is hung, spreading to design length, colligation on reinforcing bar, with steel reinforcement cage
It is put into groove together (in stake holes).The bottom of inclinometer pipe and top lid seals, prevent mortar, mud and debris from entering hole
It is interior.
For existing inclinometer pipe, after burying below earth's surface, if there is underground water embedded underground, underground water can be right
The bottom of inclinometer pipe produces a upward buoyancy, inclinometer pipe position is there occurs change, so as to have impact on follow-up survey
Oblique precision.
The content of the invention
To solve the above problems, the utility model provides a kind of self-retaining formula inclinometer pipe, effectively can fix fixed body
Under earth's surface, inclinometer pipe floating is prevented to cannot be attached to the position specified, so as to the effective deviational survey depth for causing inclinometer pipe is reduced,
Effectively improve the certainty of measurement of inclinometer pipe.
To achieve the above object, the technical solution adopted in the utility model is：A kind of self-retaining formula inclinometer pipe, including two
Connection tube coupling, bottom tube coupling, inclinometer pipe fixture above, the upper end for connecting tube coupling is provided with adapter sleeve, and connecting tube internode passes through
Bottom is fixed with adapter sleeve grafting, and the bottom tube coupling includes hollow body and taper bottom, and the taper bottom is fixed and set
Put in the bottom of body, body upper end is provided with adapter sleeve and is fixed with tube coupling grafting is connected, the inclinometer pipe fixture is fixed and set
The surface of bottom set end pipe section and connection tube coupling, the inclinometer pipe fixture includes retaining collar, push rod, and the push rod is uniformly arranged
The angle for being not more than 45 degree is formed between the other end and retaining collar of the surface of fixed cover ring set and push rod.
The beneficial effects of the utility model are：In addition it is provided with by the surface of bottom tube coupling body and connection tube coupling
Inclinometer pipe fixture, surface sets push rod due to extending toward upper end and rolls outward tiltedly, when inclinometer pipe is buried in inclinometer pipe fixture
If during the buoyancy for being subject to surface water upward under causing earth's surface, effectively can be fixed inclinometer pipe by the effect for holding out against of push rod, prevent
Inclinometer pipe floating cannot be attached to the position specified, and so as to the problem that the effective deviational survey depth for causing inclinometer pipe is reduced, effectively carry
The certainty of measurement of inclinometer pipe high.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of inclinometer pipe fixture；
Fig. 3 is the top view of Fig. 1；
Fig. 4 is the side sectional view of bottom tube coupling；
Fig. 5 is the structural representation of Fixing shrink ring.
Drawing reference numeral explanation：1- connects tube coupling；2- bottoms tube coupling；21- bodys；22- taper bottoms；221- bumper and absorbing shocks
Layer；3- inclinometer pipe fixtures；31- retaining collars；311- semicircle ring sets；3111- rubber blankets；312- fixed plates；32- push rods；
321- connecting plates；4- adapter sleeves；41- water proof rubbers.
Specific embodiment
Refer to shown in Fig. 1-4, book utility model specific embodiment is further described below.
The utility model is on a kind of self-retaining formula inclinometer pipe, including more than two connection tube couplings 1, bottom tube coupling 2, survey
Inclined tube fixture 3, the upper end for connecting tube coupling 1 is provided with adapter sleeve 4, is fixed with the grafting of adapter sleeve 4 by bottom between connecting tube coupling 1,
The bottom tube coupling 2 includes hollow body 21 and taper bottom 22, and the taper bottom 22 is fixedly installed on the bottom of body 21
End, the upper end of body 21 is provided with adapter sleeve 4 and is fixed with the grafting of tube coupling 1 is connected, and the inclinometer pipe fixture 3 is fixedly installed bottom pipe
The surface of section 2 and connection tube coupling 1, the inclinometer pipe fixture 3 includes retaining collar 31, push rod 32, and the push rod 32 uniformly sets
Put the angle for being formed between the other end and retaining collar 31 of the surface of fixed cover ring set 31 and push rod 32 and being not more than 45 degree.
Compared to existing technology, the utility model is consolidated by being provided with inclinometer pipe on the surface of the body 21 of bottom tube coupling 2
Determine part 3, surface sets push rod 32 due to extending toward upper end and rolls outward tiltedly in inclinometer pipe fixture 3, is caused when inclinometer pipe is embedded
During the buoyancy for being subject to surface water upward under earth's surface, effectively inclinometer pipe can be fixed by the effect for holding out against of push rod 32, prevent from surveying
Inclined tube floating cannot be attached to the position specified, and so as to the problem that the effective deviational survey depth for causing inclinometer pipe is reduced, effectively improve
The certainty of measurement of inclinometer pipe.
Used as the utility model preferably implementation method, in the inclinometer pipe fixture 3, retaining collar 31 is right including two
The semicircle collar 311 of title, the two ends of the semicircle collar 311 set in fixed plate 312, the semicircle collar 311 and are provided with rubber blanket 3111, Gu
Determine the surface that the collar 31 is correspondingly sleeved on connection tube coupling 1 and bottom tube coupling 2 by the two semicircular collar 311, and will be solid by screw
Fixed board 312 is fixed, and the lower end of the push rod 32 is provided with connecting plate 321, the surface of connecting plate 321 and the surface of retaining collar 31 correspondence
Perforate is provided with, push rod 32 is screwed by the way that connecting plate 321 to be fitted in the surface of retaining collar 31 and correspond to perforate.
Using such scheme, retaining collar 31 passes through to set the two symmetrical semicircle collars 311, by being correspondingly sleeved on connection
Tube coupling 1 and the surface of bottom tube coupling 2 connect, and dismantle and easy for installation, will not damage connection tube coupling 1 and bottom tube coupling 2, wherein push rod
32 are connected with retaining collar 31 by screw fashion, are conveniently replaceable push rod 32, are provided with rubber by the semicircle collar 311 in addition
Rubber cushion 3111, can preferably be fixed on connection tube coupling 1 and bottom tube coupling 2.
Used as the utility model preferably implementation method, the angle between push rod 32 and retaining collar 31 is 30-45 degree.At this
In angular range, the pressure that push rod 32 can bear is maximum.
Used as the utility model preferably implementation method, the inwall of the adapter sleeve 4 is provided with one layer of water proof rubber 41.Using
Such scheme, water proof rubber 41 is provided with by the inwall of adapter sleeve 4, and inclinometer pipe and adapter sleeve 4 are avoided when inclinometer pipe deforms
Between produce space, so as to further function as the effect that mud is oozed in the resistance of anti-water burst.
Used as the utility model preferably implementation method, the inner surface setting of the taper bottom 22 has bumper and absorbing shock layer
221.Using such scheme, by the inner surface setting bumper and absorbing shock of taper bottom 22 layer 221, effectively slowing down inclinometer from upper end
The impact produced during taper bottom 22 is dropped to, prevents taper bottom 22 to be hit and release, specifically, bumper and absorbing shock layer
221 can be using materials with shock-absorbing capacity such as cotton, plastics.
Embodiment of above is only that preferred embodiment of the present utility model is described, not to the utility model
Scope be defined, on the premise of the utility model design spirit is not departed from, this area ordinary skill technical staff to this
Various modifications and improvement that the technical scheme of utility model is made, all should fall into the guarantor that claims of the present utility model determine
In the range of shield.
Claims (5)
1. a kind of self-retaining formula inclinometer pipe, it is characterised in that including connection tube coupling, bottom tube coupling, inclinometer pipe fixture, connecting tube
The upper end of section is provided with adapter sleeve, and connecting tube internode is fixed by bottom with adapter sleeve grafting, and the bottom tube coupling includes hollow
Body and taper bottom, the taper bottom are fixedly installed on the bottom of body, and body upper end is provided with adapter sleeve and and connecting tube
Section grafting is fixed, and the inclinometer pipe fixture is fixedly installed the surface of bottom tube coupling and connection tube coupling, the inclinometer pipe fixture
Including retaining collar, push rod, the push rod is uniformly arranged on the surface of fixed cover ring set and the other end of push rod and retaining collar
Between formed and be not more than 45 degree of angle.
2. self-retaining formula inclinometer pipe according to claim 1, it is characterised in that in the inclinometer pipe fixture, fixed cover
Ring includes two symmetrical semicircle collars, and semicircle collar two ends set fixed plate, rubber blanket, fixed cover are provided with the semicircle collar
Ring is correspondingly sleeved on the surface of connection tube coupling and bottom tube coupling by the two semicircular collar, and is fixed fixed plate by screw, institute
The lower end for stating push rod is provided with connecting plate, and connection plate surface and retaining collar surface are correspondingly arranged on perforate, and push rod will be by that will connect
Fishplate bar is fitted in retaining collar surface and correspondence perforate is screwed.
3. self-retaining formula inclinometer pipe according to claim 1, it is characterised in that the angle between push rod and retaining collar is 30-
45 degree.
4. self-retaining formula inclinometer pipe according to claim 1, it is characterised in that the inwall of the adapter sleeve is provided with a layer to be prevented
Water rubber.
5. self-retaining formula inclinometer pipe according to claim 4, it is characterised in that the inner surface setting of the taper bottom has
Bumper and absorbing shock layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621201836.9U CN206281487U (en) | 2016-11-05 | 2016-11-05 | Self-retaining formula inclinometer pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621201836.9U CN206281487U (en) | 2016-11-05 | 2016-11-05 | Self-retaining formula inclinometer pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206281487U true CN206281487U (en) | 2017-06-27 |
Family
ID=59083298
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621201836.9U Expired - Fee Related CN206281487U (en) | 2016-11-05 | 2016-11-05 | Self-retaining formula inclinometer pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206281487U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108627140A (en) * | 2018-06-15 | 2018-10-09 | 佛山科学技术学院 | A kind of inclinometer measurement servicing unit |
| CN109577386A (en) * | 2018-12-27 | 2019-04-05 | 佛山科学技术学院 | A kind of fixation device of inclinometer pipe |
-
2016
- 2016-11-05 CN CN201621201836.9U patent/CN206281487U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108627140A (en) * | 2018-06-15 | 2018-10-09 | 佛山科学技术学院 | A kind of inclinometer measurement servicing unit |
| CN108627140B (en) * | 2018-06-15 | 2024-03-26 | 佛山科学技术学院 | Inclinometer measurement auxiliary device |
| CN109577386A (en) * | 2018-12-27 | 2019-04-05 | 佛山科学技术学院 | A kind of fixation device of inclinometer pipe |
| CN109577386B (en) * | 2018-12-27 | 2023-09-26 | 佛山科学技术学院 | Fixing device of inclinometer pipe |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101219468B1 (en) | A measuring instrument used both as a inclinometer and a water level meter | |
| CN207714309U (en) | Borehole filling pile cage of reinforcement | |
| CN111794205B (en) | Anti-collapse rotary digging pile construction device and construction method thereof | |
| CN206281487U (en) | Self-retaining formula inclinometer pipe | |
| CN102494678B (en) | Pavement settlement point arrangement apparatus in monitor measurement and burying method | |
| CN112663600A (en) | Construction method of cast-in-situ bored pile for water-rich sandy stratum | |
| CN205712091U (en) | A kind of drilled pile semicircle hood type casing | |
| CN110715111A (en) | Pipe jacking and casing pipe construction method | |
| CN107653878A (en) | Cast-in-situ bored pile is reusable to be longitudinally separated formula steel pile casting construction | |
| CN212052725U (en) | Karst cave area stake construction structures | |
| CN206862446U (en) | A kind of inclinometer pipe available for Water Level in Foundation Pit monitoring | |
| CN205605114U (en) | Karst karst area prestressed anchorage cable drilling equipment | |
| CN112523227A (en) | Steel pipe column for underground space structure and construction method | |
| CN209482373U (en) | General monitoring inclined tube component for construction | |
| CN112343068A (en) | Anti-slide pile protection mechanism and construction method thereof | |
| CN205116158U (en) | Can prevent interlock concrete drilling bored concrete pile of steel reinforcement cage come -up | |
| CN211036962U (en) | Underground continuous wall with pit-facing surface and dewatering function | |
| CN208803816U (en) | A kind of large aperture deep-well downcomer well verticality control device | |
| CN109113088A (en) | A kind of slush pump floating drum and production method for open caisson non-drainage subsidence | |
| CN106759558B (en) | A kind of control is buried in the earth the construction method of stand column pile direction and verticality | |
| CN209162792U (en) | Mounting device containing inclinometer pipe in thin silt | |
| CN209323504U (en) | A kind of continuous underground wall structure | |
| CN107338778B (en) | Deep layer load test device | |
| CN217303933U (en) | Chute connection type inclinometer tube | |
| CN208072483U (en) | Inclinometer pipe protective device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170627 Termination date: 20181105 |