CN207035968U - Fluting calibrating installation for water conservancy construction - Google Patents
Fluting calibrating installation for water conservancy construction Download PDFInfo
- Publication number
- CN207035968U CN207035968U CN201720826525.XU CN201720826525U CN207035968U CN 207035968 U CN207035968 U CN 207035968U CN 201720826525 U CN201720826525 U CN 201720826525U CN 207035968 U CN207035968 U CN 207035968U
- Authority
- CN
- China
- Prior art keywords
- fluting
- depth
- measurement
- polished rod
- water conservancy
- 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
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model provides the fluting calibrating installation for water conservancy construction, including hollow shell, scale, polished rod, included angle offset measurement movable block, regulating bolt and groove depth measurement apparatus, inner side left part of the described scale mode connects for screw in hollow shell；Described polished rod is from left to right connected to the inner side centre position of hollow shell successively.Depth survey contrast graduation mark has been portrayed on the right side of the front surface of the utility model mark post, has been advantageous to measure groove depth, it is ensured that measurement accuracy, while the stability, the accuracy that ground on, ensure measurement can be hammered in fluting with conical head as needed；Depth survey graduation mark, depth fixes polished rod, the setting of back-moving spring and displacement measurement block assembly, be advantageous to measure the depth for the fluting that width is larger, depth is deeper by displacement measurement block assembly, the depth of parallelism at fluting edge can be measured simultaneously, while ensureing measurement accuracy, its performance can be increased, so that using more convenient.
Description
Technical field
The utility model belongs to the fluting calibration cartridge of water conservancy construction equipment technical field, more particularly, to water conservancy construction
Put.
Background technology
Construction of hydro project and the construction of general civil engineering such as road, railway, bridge and building construction etc. have many phases
Same part.Such as:Main construction object is mostly the projects such as the earthwork, the cubic meter of stone, concrete, metal structure and mechanical and electric equipment installation；Certain
A little construction methods are identical；Some construction machineries can be with general；The organization and administration work of some constructions can also use for reference each other.But
The characteristics of construction of hydraulic engineering also has it alone:1. hydraulic engineering undertakes dash, water storage and the task of sluicing, thus to water conservancy project
The performances such as the stabilization of building, pressure-bearing, antiseepage, anti-impact, wear-resisting, freeze proof, cracking resistance have particular/special requirement, need to be according to hydraulic engineering
Technical specification, take special construction method and measure, it is ensured that construction quality.2. requirement of the hydraulic engineering to ground is tighter
Lattice, for engineering again often in geological conditions more complicated area and position, basement process is bad will to leave hidden danger, be difficult to afterwards
Remedy, it is necessary to take special measures of foundation treatment.Construct, need in river course, lake, coastal and other waters 3. hydraulic engineering is more
Construction diversion is carried out according to the requirement of the natural conditions of current and engineering construction, dammed and underwater operation.4. hydraulic engineering will fill
Divide and constructed using dry season, there is very strong seasonal and necessary construction intensity, some engineerings influence also to need to take because of climate
Temperature Control Measures, to ensure construction quality.Construction of hydro project, it is in close relations with society and natural environment, thus implement work
The influence of journey is also larger, need seize the opportunity, reasonable arrangement plan, well-organized construction, solves the flood control in construction in time, crosses
The problems such as flood, to ensure safety.
Existing fluting calibrating installation also there is in-convenience in use, detection is not accurate and inconvenient for operation causes to work
The problem of intensity is big.
Therefore, invent and seem very necessary for the fluting calibrating installation of water conservancy construction.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides the fluting calibrating installation for water conservancy construction, to solve
Existing fluting calibrating installation also there is in-convenience in use, detection is not accurate and inconvenient for operation causes labor intensity big
Problem.For the fluting calibrating installation of water conservancy construction, including hollow shell, scale, polished rod, included angle offset measurement movable block,
Regulating bolt and groove depth measurement apparatus, inner side left part of the described scale mode connects for screw in hollow shell；Described polished rod from
The left-to-right inner side centre position for being connected to hollow shell successively；Described included angle offset measurement movable block passes through through polished rod
Regulating bolt is attached；The right-hand member of described groove depth measurement apparatus and the left side centre position of hollow shell are in 90 degree one
Bodyization is set；Described included angle offset measurement movable block is made up of conical head, mark post, sleeve pipe, sliding block and clamping screw, institute
The conical head stated is threaded in the bottom of mark post；Described mark post is plugged on the lower inside of sleeve pipe；Described sleeve pipe welding
In the bottom of sliding block；Described clamping screw is threaded in the junction of mark post and sleeve pipe.
Preferably, depth survey contrast graduation mark has been portrayed on the right side of the front surface of described mark post.
Preferably, described groove depth measurement apparatus includes groove depth measurement shell, and depth survey graduation mark, depth is solid
Determine polished rod, back-moving spring and displacement measurement block assembly, the front surface of described groove depth measurement shell up and down do not portray by two parts
Depth survey graduation mark；Described depth fixes the inner side centre position that polished rod is connected to groove depth measurement shell；Described position
The shift measurement block assembly depth of penetration fixes polished rod and connects hollow shell by back-moving spring.
Preferably, described displacement measurement block assembly includes one-level rubber sleeve, one-level measurement bar, movable block, fastening bolt,
Two level rubber sleeve and two level measurement bar, described one-level rubber sleeve are socketed in the top of one-level measurement bar；Described one-level measurement
Bar is welded on the top of movable block；Described fastening bolt is threaded in the front surface centre position of movable block；Described two
Level rubber sleeve is socketed in the bottom of two level measurement bar；Described two level measurement bar is welded on the bottom of movable block.
Preferably, described polished rod uses a diameter of two centimetres to four centimetres of stainless steel；Described polished rod is provided with
Two.
Preferably, described sliding block is fixedly connected through polished rod by regulating bolt.
Preferably, described mark post and sleeve pipe adaptation；The diameter of described mark post is smaller than the diameter of sleeve pipe one millimeter to two
Millimeter.
Preferably, described conical head specifically uses taper cast iron head；Described conical head is provided with two.
Preferably, the graduation mark face on described sliding block and scale is set.
Preferably, the described movable block depth of penetration is fixed polished rod and is fixedly connected by fastening bolt.
Compared with prior art, the utility model has the advantages that：Applied due to of the present utility model for water conservancy
The fluting calibrating installation of work is widely used in water conservancy construction equipment technical field.Meanwhile the beneficial effects of the utility model are：
1. in the utility model, depth survey contrast graduation mark is portrayed on the right side of the front surface of described mark post, has been advantageous to
Measure groove depth, it is ensured that measurement accuracy, while can be hammered as needed with conical head in fluting on ground, ensure to survey
Stability, the accuracy of amount.
2. in the utility model, described depth survey graduation mark, depth fixes polished rod, back-moving spring and displacement measurement block
The setting of device, be advantageous to measure the depth for the fluting that width is larger, depth is deeper by displacement measurement block assembly, simultaneously
The depth of parallelism at fluting edge can be measured, while ensureing measurement accuracy, its performance can be increased, so that using more square
Just.
3. in the utility model, the setting of described sliding block and scale, be advantageous to the setting for coordinating polished rod and regulating bolt,
Sliding block is moved up and down, multiple similar flutings can be carried out and carry out angle offset measurement and displacement error judgement, ensure measurement
Accuracy, while personnel easy to operation measure, and can reduce labor intensity.
4. in the utility model, the graduation mark face on described sliding block and scale is set, and is advantageous to personnel easy to operation
Measured value is read, offset deviation error value is determined, ensures being smoothed out for construction in later period.
5. in the utility model, described one-level measurement bar, movable block, the setting of fastening bolt and two level measurement bar, have
The problem of measurement is inaccurate is measured and can prevented beneficial to fluting sides aligned parallel degree is carried out, can will fasten spiral shell in measurement
Bolt-lock is tight, ensures movable block in the position that depth is fixed on polished rod, and then ensure measurement accuracy.
6. in the utility model, the setting of described one-level rubber sleeve and two level rubber sleeve, be advantageous to prevent measurement
When be infected with soil, influence measurement accuracy.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of included angle offset measurement movable block of the present utility model.
Fig. 3 is the structural representation of groove depth measurement apparatus of the present utility model.
Fig. 4 is the structural representation of displacement measurement block assembly of the present utility model.
In figure：
1st, hollow shell；2nd, scale；3rd, polished rod；4th, included angle offset measurement movable block；41st, conical head；42nd, mark post；
421st, depth survey contrast graduation mark；43rd, sleeve pipe；44th, sliding block；45th, clamping screw；5th, regulating bolt；6th, groove depth measures
Device；61st, groove depth measurement shell；62nd, depth survey graduation mark；63rd, depth fixes polished rod；64th, back-moving spring；65th, displacement
Measure block assembly；651st, one-level rubber sleeve；652nd, one-level measurement bar；653rd, movable block；654th, fastening bolt；655th, two level rubber
Set；656th, two level measurement bar.
Embodiment
The utility model is described further below in conjunction with accompanying drawing：
Embodiment：
As shown in accompanying drawing 1 to accompanying drawing 4
The utility model provides the fluting calibrating installation for water conservancy construction, including hollow shell 1, scale 2, polished rod 3, fluting
Angle offset measurement movable block 4, regulating bolt 5 and groove depth measurement apparatus 6, the described mode connects for screw of scale 2 is in hollow shell 1
Inner side left part；Described polished rod 3 is from left to right connected to the inner side centre position of hollow shell 1 successively；Described included angle
Offset measurement movable block 4 is attached through polished rod 3 by regulating bolt 5；The right-hand member of described groove depth measurement apparatus 6 and
The left side centre position of hollow shell 1 is in 90 degree of integrated settings；Described included angle offset measurement movable block 4 is by conical head
41, mark post 42, sleeve pipe 43, sliding block 44 and clamping screw 45 form, and described conical head 41 is threaded in the bottom of mark post 42；
Described mark post 42 is plugged on the lower inside of sleeve pipe 43；Described sleeve pipe 43 is welded on the bottom of sliding block 44；Described locking
Bolt 45 is threaded in the junction of mark post 42 and sleeve pipe 43.
In above-described embodiment, specifically, having portrayed depth survey contrast graduation mark on the right side of the front surface of described mark post 42
421。
In above-described embodiment, specifically, described groove depth measurement apparatus 6 includes groove depth measurement shell 61, depth
Measurement scales line 62, depth fix polished rod 63, back-moving spring 64 and displacement measurement block assembly 65, described groove depth measurement shell
Two parts do not portray depth survey graduation mark 62 to 61 front surface up and down；Described depth fixes polished rod 63 and is connected to groove depth
Measure the inner side centre position of shell 61；The described depth of penetration of displacement measurement block assembly 65 fixes polished rod 63 and passes through back-moving spring 64
Connect hollow shell 1.
In above-described embodiment, specifically, described displacement measurement block assembly 65 includes one-level rubber sleeve 651, one-level measurement
Bar 652, movable block 653, fastening bolt 654, two level rubber sleeve 655 and two level measurement bar 656, described one-level rubber sleeve 651
It is socketed in the top of one-level measurement bar 652；Described one-level measurement bar 652 is welded on the top of movable block 653；Described fastening
Bolt 654 is threaded in the front surface centre position of movable block 653；Described two level rubber sleeve 655 is socketed in two level measurement
The bottom of bar 656；Described two level measurement bar 656 is welded on the bottom of movable block 653.
In above-described embodiment, specifically, stainless steel of the described polished rod 3 using a diameter of two centimetres to four centimetres；Institute
The polished rod 3 stated is provided with two.
In above-described embodiment, specifically, described sliding block 44 is fixedly connected through polished rod 3 by regulating bolt 5.
In above-described embodiment, specifically, described mark post 42 and sleeve pipe 43 is adapted to；The diameter of described mark post 42 compares sleeve pipe
43 diameter is small one millimeter to two millimeters.
In above-described embodiment, specifically, described conical head 41 specifically uses taper cast iron head；Described conical head 41 is set
It is equipped with two.
In above-described embodiment, specifically, the graduation mark face on described sliding block 44 and scale 2 is set.
In above-described embodiment, specifically, the described depth of penetration of movable block 653, which fixes polished rod 63, passes through fastening bolt 654
It is fixedly connected.
Operation principle
In the utility model, in use, first checking for displacement measurement block assembly 65 and included angle offset measurement movable block 4
Whether zero graduation line position is in, afterwards by adjusting regulating bolt 5 and fastening bolt 654, starts measurement fluting as needed
Depth or fluting between position angle offset, it is ensured that measurement precision, afterwards by moving up and down sliding block 44, then
By screwing the position of the locking sliding block 44 of clamping screw 45, the graduation mark that may then pass through on scale 2 is determined measuring flume
Offset deviation amount between groove, and then ensure whether the position of fluting is accurate rationally, ensures being smoothed out for construction in later period.
Using technical scheme described in the utility model, or those skilled in the art is in technical solutions of the utility model
Under inspiration, similar technical scheme is designed, and reaches above-mentioned technique effect, is to fall into protection model of the present utility model
Enclose.
Claims (10)
1. the fluting calibrating installation for water conservancy construction, it is characterised in that the fluting calibrating installation for being used for water conservancy construction includes
Hollow shell (1), scale (2), polished rod (3), included angle offset measurement movable block (4), regulating bolt (5) and groove depth measurement
Device (6), inner side left part of described scale (2) mode connects for screw in hollow shell (1)；Described polished rod (3) is from left to right successively
It is connected to the inner side centre position of hollow shell (1)；Described included angle offset measurement movable block (4) passes through through polished rod (3)
Regulating bolt (5) is attached；The right-hand member of described groove depth measurement apparatus (6) and the left side centre position of hollow shell (1)
In 90 degree of integrated settings；Described included angle offset measurement movable block (4) is by conical head (41), mark post (42), sleeve pipe
(43), sliding block (44) and clamping screw (45) are formed, and described conical head (41) is threaded in the bottom of mark post (42)；It is described
Mark post (42) be plugged on the lower insides of sleeve pipe (43)；Described sleeve pipe (43) is welded on the bottom of sliding block (44)；Described
Clamping screw (45) is threaded in the junction of mark post (42) and sleeve pipe (43).
2. it is used for the fluting calibrating installation of water conservancy construction as claimed in claim 1, it is characterised in that described groove depth is surveyed
Measuring device (6) includes groove depth measurement shell (61), depth survey graduation mark (62), and depth fixes polished rod (63), back-moving spring
(64) two parts above and below the front surface of shell (61) are measured and do not portray depth with displacement measurement block assembly (65), described groove depth
Measurement scales line (62)；Described depth fixes the inner side centre position that polished rod (63) is connected to groove depth measurement shell (61)；
Described displacement measurement block assembly (65) depth of penetration fixes polished rod (63) and connects hollow shell (1) by back-moving spring (64).
3. it is used for the fluting calibrating installation of water conservancy construction as claimed in claim 2, it is characterised in that described displacement measurement block
Device (65) includes one-level rubber sleeve (651), one-level measurement bar (652), movable block (653), fastening bolt (654), two level rubber
Gum cover (655) and two level measurement bar (656), described one-level rubber sleeve (651) are socketed in the top of one-level measurement bar (652)；
Described one-level measurement bar (652) is welded on the top of movable block (653)；Described fastening bolt (654) is threaded in shifting
The front surface centre position of motion block (653)；Described two level rubber sleeve (655) is socketed in the bottom of two level measurement bar (656)；Institute
The two level measurement bar (656) stated is welded on the bottom of movable block (653).
4. it is used for the fluting calibrating installation of water conservancy construction as claimed in claim 1, it is characterised in that described mark post (42)
Depth survey contrast graduation mark (421) has been portrayed on the right side of front surface.
5. it is used for the fluting calibrating installation of water conservancy construction as claimed in claim 1, it is characterised in that described polished rod (3) is adopted
With a diameter of two centimetres to four centimetres of stainless steel；Described polished rod (3) is provided with two.
6. it is used for the fluting calibrating installation of water conservancy construction as claimed in claim 1, it is characterised in that described sliding block (44) passes through
Polished rod (3) is worn to be fixedly connected by regulating bolt (5).
7. be used for the fluting calibrating installation of water conservancy construction as claimed in claim 1, it is characterised in that described mark post (42) and
Sleeve pipe (43) is adapted to；The diameter of described mark post (42) is smaller than the diameter of sleeve pipe (43) one millimeter to two millimeters.
8. it is used for the fluting calibrating installation of water conservancy construction as claimed in claim 1, it is characterised in that described conical head (41)
Specifically use taper cast iron head；Described conical head (41) is provided with two.
9. be used for the fluting calibrating installation of water conservancy construction as claimed in claim 1, it is characterised in that described sliding block (44) and
Graduation mark face on scale (2) is set.
10. the fluting calibrating installation for water conservancy construction as described in claim 2-3 any claims, it is characterised in that
Described movable block (653) depth of penetration is fixed polished rod (63) and is fixedly connected by fastening bolt (654).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720826525.XU CN207035968U (en) | 2017-07-09 | 2017-07-09 | Fluting calibrating installation for water conservancy construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720826525.XU CN207035968U (en) | 2017-07-09 | 2017-07-09 | Fluting calibrating installation for water conservancy construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207035968U true CN207035968U (en) | 2018-02-23 |
Family
ID=61467197
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720826525.XU Expired - Fee Related CN207035968U (en) | 2017-07-09 | 2017-07-09 | Fluting calibrating installation for water conservancy construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207035968U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561165A (en) * | 2020-04-30 | 2020-08-21 | 中国五冶集团有限公司 | Movable formwork groove positioner |
-
2017
- 2017-07-09 CN CN201720826525.XU patent/CN207035968U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111561165A (en) * | 2020-04-30 | 2020-08-21 | 中国五冶集团有限公司 | Movable formwork groove positioner |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US11480050B2 (en) | Device and method for measuring flow velocity and flow direction and geological parameters of groundwater through cross holes of deep wells | |
| CN104615820A (en) | Flow field analysis method for earth and rockfill dam seepage flow monitoring and calculation | |
| CN207035968U (en) | Fluting calibrating installation for water conservancy construction | |
| CN105804041A (en) | Large-area ultra-soft foundation settlement monitoring device and method | |
| CN201876257U (en) | Dam foundation settlement meter for extra-large measuring range dam | |
| CN106192865B (en) | A kind of mud-rock flow Blaps femaralis computational methods and its application | |
| CN102288144B (en) | Quantitative method for determining average thickness of water-bearing bed | |
| CN103422487B (en) | Method for measuring settlement deformation by utilizing inclinometer and angle-adjustable converter | |
| Huo et al. | Field test research of inclined large-scale steel pipe pile foundation for offshore wind farms | |
| CN105133549A (en) | Triangular measurement weir | |
| Panov et al. | Scientific aspects of hydraulic engineering in the extreme north | |
| CN213238699U (en) | Hydraulic ring geological crack measuring device | |
| CN106245573B (en) | A kind of viscous mud-flow Blaps femaralis computational methods and application | |
| Yang et al. | Monitoring study on vertical bearing capacity of pile foundation in soft rock of lhasa human settlements | |
| CN206408659U (en) | Earth excavation slope control chi | |
| Osuagwu et al. | Settlement Monitoring of Embankment Dams: Case Study of Figurara Dam, North Central Nigeria | |
| Rivera-Hernandez et al. | Monitoring Suction Stress and Effective Stress in a Silty Sand Levee under Seasonal and Tidal Changes | |
| CN209353383U (en) | Sediment detection device | |
| CN104153341A (en) | Translational soil pressure measuring-mode testing device | |
| CN104234024B (en) | Measure the series distributed displacement measurement instrument of accelerometer of the lateral permanent displacement of the earthquake liquefaction soil body | |
| CN212007196U (en) | Detection frock of multiple bank protection slope of detectable | |
| CN204000821U (en) | A kind of flatly moving type soil pressure is surveyed model test device | |
| Rogbeck et al. | Properties of mass-and cell stabilization: Two case studies in Sweden | |
| Nakashima et al. | Measurement of exterior deformation of an earth-filled dam using GPS displacement monitoring system | |
| Tschernutter et al. | Rheological behavior of an embankment dam after heightening |
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: 20180223 Termination date: 20190709 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |