CN203704839U - Measuring ruler for measuring burial depth of concrete pole - Google Patents
Measuring ruler for measuring burial depth of concrete pole Download PDFInfo
- Publication number
- CN203704839U CN203704839U CN201420074473.1U CN201420074473U CN203704839U CN 203704839 U CN203704839 U CN 203704839U CN 201420074473 U CN201420074473 U CN 201420074473U CN 203704839 U CN203704839 U CN 203704839U
- Authority
- CN
- China
- Prior art keywords
- groove
- group
- numerical value
- left end
- hand member
- 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
- 238000009933 burial Methods 0.000 title abstract 6
- 238000005259 measurement Methods 0.000 abstract description 3
- 239000004568 cement Substances 0.000 description 19
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
Landscapes
- Length-Measuring Instruments Using Mechanical Means (AREA)
Abstract
The utility model discloses a measuring ruler for measuring burial depth of concrete poles. In order to solve the problems that the burial depth is not marked on rod bodies of 8-meter, 10-meter and 12-meter concrete poles used in the prior art, the burial depth of the concrete poles cannot be calculated quickly on site, and the working efficiency in measuring the burial depth values of the concrete poles is low. The measuring ruler comprises a ruler belt and an outer shell body provided with a rewinding spring, wherein one side of the ruler belt is processed with graduation lines, the graduation from the left end to the right end of the graduation lines is 0-200, and the graduation value of each graduation is 10mm, and the other side of the ruler belt is sequentially processed with a first group of scribed line, a second group of scribed line, a third group of scribed line and a fourth group of scribed line. The measuring ruler is used for professional measurement of the burial depth value of concrete poles in power distribution.
Description
Technical field
The utility model relates to a kind of for measuring concrete pole buried depth dip stick.
Background technology
Cement pole belongs to one of distribution line basic facilities, and the existing power distribution rod using is 8 meters, 10 meters, 12 meters, 15 meters electric poles, and 8 meters, 10 meters, 12 meters electric poles belong to integral prefabricated, and 15 meters of electric poles are two sections of welding or connect by flange.The buried depth of 15 meters of electric poles can be connected down and be measured rapidly and calculate out by welding flange, and the cement pole that existing distribution uses is all that taper cement pole tapering is 1:75 entirely substantially.The bar of 8 meters of cement poles slightly diameter is 150mm entirely, the bar of 10 meters of cement poles slightly diameter has two kinds of 150mm and 190mm, 12 meters of electric poles slightly diameter are 190mm entirely, now 8 meters of use, 10 meters, 12 meters of cement pole shaft buried depth places are unmarked, the on-the-spot buried depth that can not extrapolate rapidly cement pole, before climbing shaft tower according to electric power safety working regulation regulation, should check pole-footing, basis, bracing wire, determine that shaft tower buried depth is the necessary links of inspection bar pile foundation, also be the measure that ensures ascend operation personal security, prior art is difficult to measure concrete pole buried depth numerical value, and inefficiency while measuring concrete pole buried depth numerical value.
Utility model content
The utility model is unmarked in order to solve 8 meters, 10 meters, 12 meters cement pole shaft buried depth places that use in prior art, the on-the-spot buried depth numerical value that can not extrapolate rapidly cement pole, and ineffective problem while measuring concrete pole buried depth numerical value, and then propose one and be used for measuring concrete pole buried depth dip stick.
The utility model is to address the above problem the technical scheme adopting to be: described dip stick comprises the shell body with backrush spring, chi band, one side of chi band is processed with scale mark, scale mark left end to the scale of right-hand member is 0-200, and the scale value of each scale is 10mm, the opposite side of chi band is processed with first group of groove from left to right successively, second group of groove, the 3rd group of groove and the 4th group of groove, the corresponding numerical value of each groove of first group of groove, the left end of first group of groove to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of first group of groove left end is 3000mm, the numerical value of first group of groove right-hand member is 550mm, the groove of first group of groove left end is corresponding with 680.7 numerical value of chi band high scale line, the groove of first group of groove right-hand member is corresponding with 783.3 numerical value of chi band high scale line, the corresponding numerical value of each groove of second group of groove, the left end of second group of groove to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of second group of groove left end is 2500mm, the numerical value of second group of groove right-hand member is 550mm, the groove of second group of groove left end is corresponding with 785.4 numerical value of chi band high scale line, the groove of second group of groove right-hand member is corresponding with 867.1 numerical value of chi band high scale line, the corresponding numerical value of each groove of the 3rd group of groove, the left end of the 3rd group of groove to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of the 3rd group of groove left end is 3000mm, the numerical value of the 3rd group of groove right-hand member is 550mm, the groove of the 3rd group of groove left end is corresponding with 890.1 numerical value of chi band high scale line, the groove of the 3rd group of groove right-hand member is corresponding with 992.7 numerical value of chi band high scale line, the corresponding numerical value of each groove of the 4th group of groove, the left end of the 4th group of groove to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of the 4th group of groove left end is 2500mm, the numerical value of the 4th group of groove right-hand member is 550mm, the groove of the 4th group of groove left end is corresponding with 994.8 numerical value of chi band 2 high scale lines, the groove of second group of groove right-hand member is corresponding with 1076.5 numerical value of chi band high scale line, the right-hand member of chi band is fixedly connected with one end of the shell body backrush spring with backrush spring.
The beneficial effects of the utility model are: when the utility model uses, grow and slightly diameter State selective measurements chi of bar according to the bar of cement pole, can Quick Measurement go out the buried depth numerical value of cement pole by dip stick of the present utility model, improve the measuring speed of concrete pole buried depth, make work efficiency improve 30%-60%, the utlity model has feature simple in structure, convenient to use.
Brief description of the drawings
Fig. 1 is one-piece construction schematic diagram of the present utility model, and Fig. 2 is A place enlarged drawing in Fig. 1, and Fig. 3 is B place enlarged drawing in Fig. 1, and Fig. 4 is C place enlarged drawing in Fig. 1, and Fig. 5 is D place enlarged drawing in Fig. 1.
Embodiment
Embodiment one: present embodiment is described in conjunction with Fig. 1, described in present embodiment, one is used for measuring concrete pole buried depth dip stick, described dip stick comprises the shell body 1 with backrush spring, chi band 2, one side of chi band 2 is processed with scale mark 3, scale mark 3 left ends to the scale of right-hand member is 0-200, and the scale value of each scale is 10mm, the opposite side of chi band 2 is processed with first group of groove 4 from left to right successively, second group of groove 5, the 3rd group of groove 6 and the 4th group of groove 7, the corresponding numerical value of each groove of first group of groove 4, the left end of first group of groove 4 to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of first group of groove 4 left end is 3000mm, the numerical value of first group of groove 4 right-hand member is 550mm, the groove of first group of groove 4 left end is corresponding with 680.7 numerical value of chi band 2 high scale lines 3, the groove of first group of groove 4 right-hand member is corresponding with 783.3 numerical value of chi band 2 high scale lines 3, the corresponding numerical value of each groove of second group of groove 5, the left end of second group of groove 5 to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of second group of groove 5 left end is 2500mm, the numerical value of second group of groove 5 right-hand member is 550mm, the groove of second group of groove 5 left end is corresponding with 785.4 numerical value of chi band 2 high scale lines 3, the groove of second group of groove 5 right-hand member is corresponding with 867.1 numerical value of chi band 2 high scale lines 3, the corresponding numerical value of each groove of the 3rd group of groove 6, the left end of the 3rd group of groove 6 to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of the 3rd group of groove 6 left ends is 3000mm, the numerical value of the 3rd group of groove 6 right-hand members is 550mm, the groove of the 3rd group of groove 6 left ends is corresponding with 890.1 numerical value of chi band 2 high scale lines 3, the groove of the 3rd group of groove 6 right-hand members is corresponding with 992.7 numerical value of chi band 2 high scale lines 3, the corresponding numerical value of each groove of the 4th group of groove 7, the left end of the 4th group of groove 7 to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of the 4th group of groove 7 left ends is 2500mm, the numerical value of the 4th group of groove 7 right-hand members is 550mm, the groove of the 4th group of groove 7 left ends is corresponding with 994.8 numerical value of chi band 2 high scale lines 3, the groove of second group of groove 5 right-hand member is corresponding with 1076.5 numerical value of chi band 2 high scale lines 3, the right-hand member of chi band 2 is fixedly connected with one end of the shell body 1 backrush spring with backrush spring.
Embodiment two: present embodiment is described in conjunction with Fig. 1, described in present embodiment, one is used for measuring concrete pole buried depth dip stick, on described first group of groove 4, two groove differences of arbitrary neighborhood are 50, on second group of groove 5, two groove differences of arbitrary neighborhood are 50, on the 3rd group of groove 6, two groove differences of arbitrary neighborhood are 50, on the 4th group of groove 7, two groove differences of arbitrary neighborhood are 50, and other is identical with embodiment one.
Embodiment three: present embodiment is described in conjunction with Fig. 1, described in present embodiment, one is used for measuring concrete pole buried depth dip stick, described dip stick also comprises ruler plate head 8, and the left end of chi band 2 is installed with a ruler plate head 8, and other is identical with embodiment one.
Embodiment four: present embodiment is described in conjunction with Fig. 1, described in present embodiment, one is used for measuring concrete pole buried depth dip stick, described dip stick also comprises and buckles 9, is installed with and buckles 9 with the lateral wall of the shell body 1 of backrush spring, and other is identical with embodiment one.
Following chart is the slightly corresponding buried depth numerical value of the corresponding buried depth 550mm-3000mm of circumference, the slightly slightly corresponding buried depth numerical value of the corresponding buried depth 550mm-2500mm of the long 10000mm circumference of diameter 150mm bar and the slightly corresponding buried depth numerical value of the corresponding buried depth 550mm-3000mm of the long 8000mm circumference of diameter 150mm bar of cement pole bar of the corresponding buried depth numerical value of the corresponding buried depth 550mm-2500mm of the long 12000mm circumference of diameter 190mm bar, cement pole bar of cement pole bar of the long 10000mm of diameter 190mm bar of cement pole bar.
Principle of work
The buried depth place of by chi band 2, band being measured to cement pole when the utility model work is measured, measure the circumference circle at the buried depth place of cement pole, girth by cement pole compares with the buried depth chart of corresponding cement pole, and whether the numerical value that draws very soon buried depth by chart after relatively conforms with the regulations and climb the requirement of shaft tower.
Claims (4)
1. one kind for measuring concrete pole buried depth dip stick, it is characterized in that: described dip stick comprises with the shell body of backrush spring (1), chi band (2), one side of chi band (2) is processed with scale mark (3), scale mark (3) left end to the scale of right-hand member is 0-200, and the scale value of each scale is 10mm, the opposite side of chi band (2) is processed with first group of groove (4) from left to right successively, second group of groove (5), the 3rd group of groove (6) and the 4th group of groove (7), the corresponding numerical value of each groove of first group of groove (4), the left end of first group of groove (4) to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of first group of groove (4) left end is 3000mm, the numerical value of first group of groove (4) right-hand member is 550mm, the groove of first group of groove (4) left end is corresponding with 680.7 numerical value of chi band (2) high scale line (3), the groove of first group of groove (4) right-hand member is corresponding with 783.3 numerical value of chi band (2) high scale line (3), the corresponding numerical value of each groove of second group of groove (5), the left end of second group of groove (5) to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of second group of groove (5) left end is 2500mm, the numerical value of second group of groove (5) right-hand member is 550mm, the groove of second group of groove (5) left end is corresponding with 785.4 numerical value of chi band (2) high scale line (3), the groove of second group of groove (5) right-hand member is corresponding with 867.1 numerical value of chi band (2) high scale line (3), the corresponding numerical value of each groove of the 3rd group of groove (6), the left end of the 3rd group of groove (6) to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of the 3rd group of groove (6) left end is 3000mm, the numerical value of the 3rd group of groove (6) right-hand member is 550mm, the groove of the 3rd group of groove (6) left end is corresponding with 890.1 numerical value of chi band (2) high scale line (3), the groove of the 3rd group of groove (6) right-hand member is corresponding with 992.7 numerical value of chi band (2) high scale line (3), the corresponding numerical value of each groove of the 4th group of groove (7), the left end of the 4th group of groove (7) to numerical value corresponding to the groove of right-hand member reduces successively, the numerical value of the 4th group of groove (7) left end is 2500mm, the numerical value of the 4th group of groove (7) right-hand member is 550mm, the groove of the 4th group of groove (7) left end is corresponding with 994.8 numerical value of chi band (2) high scale line (3), the groove of second group of groove (5) right-hand member is corresponding with 1076.5 numerical value of chi band (2) high scale line (3), the right-hand member of chi band (2) is fixedly connected with one end of shell body (1) the backrush spring with backrush spring.
2. one is used for measuring concrete pole buried depth dip stick according to claim 1, it is characterized in that: upper two the groove differences of arbitrary neighborhood of described first group of groove (4) are 50, upper two the groove differences of arbitrary neighborhood of second group of groove (5) are 50, upper two the groove differences of arbitrary neighborhood of the 3rd group of groove (6) are that upper two the groove differences of arbitrary neighborhood of 50, the four groups of grooves (7) are 50.
3. one is used for measuring concrete pole buried depth dip stick according to claim 1, it is characterized in that: described dip stick also comprises ruler plate head (8), and the left end of chi band (2) is installed with a ruler plate head (8).
4. one is used for measuring concrete pole buried depth dip stick according to claim 1, it is characterized in that: described dip stick also comprises and buckle (9), is installed with and buckles (9) with the lateral wall of the shell body (1) of backrush spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420074473.1U CN203704839U (en) | 2014-02-20 | 2014-02-20 | Measuring ruler for measuring burial depth of concrete pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420074473.1U CN203704839U (en) | 2014-02-20 | 2014-02-20 | Measuring ruler for measuring burial depth of concrete pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203704839U true CN203704839U (en) | 2014-07-09 |
Family
ID=51055263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420074473.1U Expired - Fee Related CN203704839U (en) | 2014-02-20 | 2014-02-20 | Measuring ruler for measuring burial depth of concrete pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203704839U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103759620A (en) * | 2014-02-20 | 2014-04-30 | 国家电网公司 | Measuring scale for measuring burial depth of concrete pole |
-
2014
- 2014-02-20 CN CN201420074473.1U patent/CN203704839U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103759620A (en) * | 2014-02-20 | 2014-04-30 | 国家电网公司 | Measuring scale for measuring burial depth of concrete pole |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103759620A (en) | Measuring scale for measuring burial depth of concrete pole | |
| CN203704839U (en) | Measuring ruler for measuring burial depth of concrete pole | |
| CN105222737B (en) | Transmission line of electricity bow line sag measuring method | |
| CN203310337U (en) | Quick range finder for electric pole root spacing | |
| CN203037187U (en) | Tool for detecting spacing between container ship guide rail brackets | |
| CN205262483U (en) | Hang down straightness and axis location's measuring tool of inspection wall body | |
| CN204657108U (en) | A kind of hot-rolling mill gap measuring device | |
| CN205537458U (en) | Detection scale is built by laying bricks or stones to inspection shaft | |
| CN103601033B (en) | Bundling wire square forming device | |
| CN203083498U (en) | Rapid electric pole burial depth measuring ruler | |
| CN202255398U (en) | Verticality measuring device of templates of walls and columns | |
| CN205718954U (en) | A kind of scalable horizon rule measured for tunnel super large shield duct piece | |
| CN205138388U (en) | Safe distance measuring apparatu | |
| CN204624845U (en) | Steel rope automatic drum amount growth device | |
| CN204154359U (en) | Underground water level observation device | |
| CN107830956A (en) | A kind of detection method of tubing stress | |
| CN204001927U (en) | The power transmission steel pipe tower cross-arm handle that strides | |
| CN205537665U (en) | Appearance that hangs down is surveyed to template | |
| CN204001799U (en) | A kind of floor is measured reserved opening safety device | |
| CN204027565U (en) | A kind of mountain channel water depth measuring system | |
| CN203465048U (en) | Pulley tension type wireless bollard force measuring device | |
| CN203550813U (en) | Insulated foldable hard ruler | |
| CN202631614U (en) | Novel 110kV charged insulator detection rod | |
| CN105758325B (en) | A kind of pole distortion measurement instrument | |
| CN206339232U (en) | A kind of side slope measurement device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20140709 Termination date: 20180220 |