CN103759620A - Measuring scale for measuring burial depth of concrete pole - Google Patents
Measuring scale for measuring burial depth of concrete pole Download PDFInfo
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- CN103759620A CN103759620A CN201410058529.9A CN201410058529A CN103759620A CN 103759620 A CN103759620 A CN 103759620A CN 201410058529 A CN201410058529 A CN 201410058529A CN 103759620 A CN103759620 A CN 103759620A
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Abstract
The invention relates to a measuring scale for measuring the burial depth of a concrete pole. The measuring scale aims to solve the problems that the burial position of the body of an 8 m concrete pole, the burial position of the body of a 10 m concrete pole and the burial position of the body of a 12 m concrete pole have no marks in the prior art, the burial depth of each concrete pole can not be rapidly calculated on the scene, and work efficiency is low when the value of the burial depth of each concrete pole is measured. The measuring scale comprises an outer shell and a scale belt, wherein the outer shell is provided with a rewinding spring, one side of the scale belt is provided with scale marks, the scale marks range from 0 to 200 from the left end to the right end, the difference of every two scale marks is 10 mm, and the other side of the scale belt is sequentially provided with a first scale mark set, a second scale mark set, a third scale mark set and a fourth scale mark set from left to right. The measuring scale is used for measuring the value of the burial depth of the measuring concrete pole of the power distribution specialty.
Description
Technical field
The present invention 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, the cement pole that existing distribution is used is all taper cement pole substantially, tapering is 1:75, 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 guarantees 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.
Summary of the invention
The present invention 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 present invention addresses 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 invention has the beneficial effects as follows: when the present invention uses, according to the bar of cement pole, grow and slightly diameter State selective measurements chi of bar, by dip stick of the present invention, can Quick Measurement go out the buried depth numerical value of cement pole, improved the measuring speed of concrete pole buried depth, make work efficiency improve 30%-60%, the present invention has simple in structure, feature convenient to use.
Accompanying drawing explanation
Fig. 1 is one-piece construction schematic diagram of the present invention, 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, with the lateral wall of the shell body 1 of backrush spring, is installed with and buckles 9, 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 present invention works 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), with the lateral wall of the shell body (1) of backrush spring, is installed with and buckles (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410058529.9A CN103759620A (en) | 2014-02-20 | 2014-02-20 | Measuring scale for measuring burial depth of concrete pole |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410058529.9A CN103759620A (en) | 2014-02-20 | 2014-02-20 | Measuring scale for measuring burial depth of concrete pole |
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| Publication Number | Publication Date |
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| CN103759620A true CN103759620A (en) | 2014-04-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410058529.9A Pending CN103759620A (en) | 2014-02-20 | 2014-02-20 | Measuring scale for measuring burial depth of concrete pole |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104089566A (en) * | 2014-07-18 | 2014-10-08 | 国家电网公司 | Grounding bar burial depth detector |
| CN105509616A (en) * | 2015-12-24 | 2016-04-20 | 国网浙江余姚市供电公司 | Measuring device |
| CN109163640A (en) * | 2018-08-31 | 2019-01-08 | 国网北京市电力公司 | Electric pole measuring tool |
Citations (6)
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| JPH09178404A (en) * | 1995-12-22 | 1997-07-11 | Mazda Motor Corp | Screw depth measuring instrument |
| KR20090120153A (en) * | 2008-05-19 | 2009-11-24 | 아주산업 주식회사 | Concret crack gauge and method of measuring same |
| CN201463796U (en) * | 2009-07-24 | 2010-05-12 | 新泰市供电公司 | Electric pole measuring ruler |
| CN203083498U (en) * | 2012-11-28 | 2013-07-24 | 沧州供电公司 | Rapid electric pole burial depth measuring ruler |
| CN203286963U (en) * | 2012-09-21 | 2013-11-13 | 国家电网公司 | Taper electric pole measuring ruler |
| CN203704839U (en) * | 2014-02-20 | 2014-07-09 | 国家电网公司 | Measuring ruler for measuring burial depth of concrete pole |
-
2014
- 2014-02-20 CN CN201410058529.9A patent/CN103759620A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09178404A (en) * | 1995-12-22 | 1997-07-11 | Mazda Motor Corp | Screw depth measuring instrument |
| KR20090120153A (en) * | 2008-05-19 | 2009-11-24 | 아주산업 주식회사 | Concret crack gauge and method of measuring same |
| CN201463796U (en) * | 2009-07-24 | 2010-05-12 | 新泰市供电公司 | Electric pole measuring ruler |
| CN203286963U (en) * | 2012-09-21 | 2013-11-13 | 国家电网公司 | Taper electric pole measuring ruler |
| CN203083498U (en) * | 2012-11-28 | 2013-07-24 | 沧州供电公司 | Rapid electric pole burial depth measuring ruler |
| CN203704839U (en) * | 2014-02-20 | 2014-07-09 | 国家电网公司 | Measuring ruler for measuring burial depth of concrete pole |
Non-Patent Citations (1)
| Title |
|---|
| 陈景忠 等: "水泥电杆掩埋深度的速测", 《石油工程建设》, no. 4, 31 December 1993 (1993-12-31), pages 55 - 56 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104089566A (en) * | 2014-07-18 | 2014-10-08 | 国家电网公司 | Grounding bar burial depth detector |
| CN106197220A (en) * | 2014-07-18 | 2016-12-07 | 江苏省电力公司南通供电公司 | Quickly, the method for work of earthing bar buried depth detector intuitively |
| CN104089566B (en) * | 2014-07-18 | 2017-01-11 | 国家电网公司 | Grounding bar burial depth detector |
| CN106197220B (en) * | 2014-07-18 | 2018-08-28 | 江苏省电力公司南通供电公司 | Quickly, the working method of intuitive earthing bar buried depth detector |
| CN105509616A (en) * | 2015-12-24 | 2016-04-20 | 国网浙江余姚市供电公司 | Measuring device |
| CN109163640A (en) * | 2018-08-31 | 2019-01-08 | 国网北京市电力公司 | Electric pole measuring tool |
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Application publication date: 20140430 |