CN104006716A - Peat thickness surveying tool - Google Patents

Peat thickness surveying tool Download PDF

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Publication number
CN104006716A
CN104006716A CN201410198442.1A CN201410198442A CN104006716A CN 104006716 A CN104006716 A CN 104006716A CN 201410198442 A CN201410198442 A CN 201410198442A CN 104006716 A CN104006716 A CN 104006716A
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CN
China
Prior art keywords
feeler lever
peat
probe
lead screw
handle
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Pending
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CN201410198442.1A
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Chinese (zh)
Inventor
张振卿
姜明
吕宪国
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Northeast Institute of Geography and Agroecology of CAS
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Northeast Institute of Geography and Agroecology of CAS
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Application filed by Northeast Institute of Geography and Agroecology of CAS filed Critical Northeast Institute of Geography and Agroecology of CAS
Priority to CN201410198442.1A priority Critical patent/CN104006716A/en
Publication of CN104006716A publication Critical patent/CN104006716A/en
Pending legal-status Critical Current

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Abstract

The invention relates to the field of geological exploration research, in particular to a peat thickness surveying tool. The peat thickness surveying tool aims to solve the problems that traditional peat thickness field surveying work is heavy, time and labor are consumed and the surveying thickness is small. The peat thickness surveying tool comprises a handle, a feeler lever and a probe. The middle of the handle is provided with a screw rod in an outward mode, and the handle and the screw rod are connected to form a unified overall structure. A screw hole is formed inside an upper port of the feeler lever, and the lower end of the feeler lever is provided with the screw rod. The probe is in an inverted cone shape, and the position, towards the interior of the cone, of the middle of the upper end plane of the probe is provided with the screw hole. By means of the peat thickness surveying tool, the weight of the device is lowered, the tool is convenient to carry and easy to operate, the whole surveying process can be finished within about three minutes by a single person, field work efficiency is increased by about 80 percent, and the surveying thickness reaches 10 m.

Description

A kind of peat thickness exploration instrument
Technical field
The present invention relates to geologic prospecting research field, be specifically related to a kind of peat thickness exploration instrument.
Background technology
The comprehensive exploration of bog peat development thickness is the basic premise that accurately calculates this bog peat stock number.At present, the exploration of peat development thickness is mainly to utilize boring tool to drill through peat post core and then measurement is obtained.Because conventional peat boring tool is relatively heavy, need many people to carry out multi-pass operations just to complete the exploration of the more shallow peat thickness of the degree of depth (being generally less than 3m), and more difficult to the exploration of the relatively large peat bed of degree of depth position.In addition, although field peat outcrop profile can provide a kind of material of measuring relatively easily peat development thickness, but be subject to the impact of the environmental elements such as landform, landforms, the hydrology, peat is appeared and often only come across as several few indivedual places, cannot meet the needs that peat stock number is calculated.Therefore, invent be a kind ofly convenient for carrying, convenient operation and time saving and energy saving peat thickness exploration instrument can improve field work efficiency greatly.
Summary of the invention
The present invention be for solve the work of traditional peat thickness field exploration heavy, take time and effort and survey the problem that thickness is shallow, and provide a kind of peat thickness exploration instrument.
A kind of peat thickness exploration instrument of the present invention comprises handle 1, feeler lever 2 and probe 3; Handle 1 middle part is outwards provided with lead screw 1-1, and handle 1 is connected to unified one-piece construction with lead screw 1-1; Feeler lever 2 upper port inside are provided with screw hole 2-1, and feeler lever 2 lower ends are provided with lead screw 2-2; Probe 3 is inverted cone, and on probe 3, transverse plane centre position place is provided with screw hole 3-1 to cone inside; The screw hole 2-1 of the lead screw 1-1 at handle 1 middle part and feeler lever 2 upper port matches; On the lead screw 2-2 of feeler lever 2 lower ends and probe 3, the screw hole 3-1 at transverse plane centre position place matches.
Beneficial effect of the present invention:
A kind of peat thickness exploration instrument of the present invention is threaded connection fastening by small-sized pipe wrench by handle, feeler lever, connecting link and probe.End user's both feet stand on directly over exploration point with wide fork with shoulder, keep feeler lever vertical ground, the both hands handle of holding with a firm grip at the uniform velocity presses down slow power, impression probe is delivered to the resistance of handle simultaneously, pops one's head in often and passed through peat bed position and run into the sediment of other types in the time that resistance increases suddenly.Now, first record the calibration data of ground corresponding to feeler lever surface, then slowly propose to check straight up the sediment type in probe and feeler lever junction groove.If can conclude that this time degree of depth of exploration is peat development thickness while carrying a large amount of mud, fine sand or other and the diverse sediment of peat in groove.Otherwise appropriate change survey location repeats above-mentioned steps, can adopt the mode that increases extension rod to strengthen depth of investigation in the larger place of peat thickness.
Confirm by outdoors practice, compared with the peat drilling equipment of current existing use, the present invention has simplified equipment quality, is convenient for carrying, and simple to operate, singlely in approximately 3 minutes, can complete whole exploration flow process, make field work efficiency improve 80%, and exploration thickness deeply reach 10m, in addition, low production cost of the present invention, can extensively promote the use of.
Brief description of the drawings
Fig. 1 is the structural representation of a kind of peat thickness exploration instrument of the specific embodiment of the invention two;
Fig. 2 is the structural representation of handle;
Fig. 3 is the structural representation of feeler lever;
Fig. 4 is the sectional view of feeler lever upper end screw hole;
Fig. 5 is the sectional view of probe internal thread hole;
Fig. 6 is the structural representation of extension rod.
Embodiment
Embodiment one: a kind of peat thickness exploration instrument of present embodiment comprises handle 1, feeler lever 2 and probe 3; Handle 1 middle part is outwards provided with lead screw 1-1, and handle 1 is connected to unified one-piece construction with lead screw 1-1; Feeler lever 2 upper port inside are provided with screw hole 2-1, and feeler lever 2 lower ends are provided with lead screw 2-2; Probe 3 is inverted cone, and on probe 3, transverse plane centre position place is provided with screw hole 3-1 to cone inside; The screw hole 2-1 of the lead screw 1-1 at handle 1 middle part and feeler lever 2 upper port matches; On the lead screw 2-2 of feeler lever 2 lower ends and probe 3, the screw hole 3-1 at transverse plane centre position place matches.
Embodiment two: the difference of present embodiment and embodiment one is: increase extension rod 4 between feeler lever 2 and probe 3, extension rod 4 upper port inside are provided with screw hole 4-1, extension rod 4 lower ends are provided with lead screw 4-2, and the screw hole 4-1 of extension rod 4 upper port inside and the lead screw 2-2 that is provided with of feeler lever 2 lower ends match, on the lead screw (4-2) of extension rod 4 lower ends and probe 3, the screw hole 3-1 at transverse plane centre position place matches.Other are identical with embodiment one.
A kind of peat thickness exploration instrument in present embodiment is threaded connection fastening by small-sized pipe wrench by handle, feeler lever, connecting link and probe.End user's both feet stand on directly over exploration point with wide fork with shoulder, keep feeler lever vertical ground, the both hands handle of holding with a firm grip at the uniform velocity presses down slow power, impression probe is delivered to the resistance of handle simultaneously, pops one's head in often and passed through peat bed position and run into the sediment of other types in the time that resistance increases suddenly.Now, first record the calibration data of ground corresponding to feeler lever surface, then slowly propose to check straight up the sediment type in probe and feeler lever junction groove.If can conclude this time very peat development thickness of the degree of depth of exploration while carrying a large amount of mud, fine sand or other and the diverse sediment of peat in groove.Otherwise appropriate change survey location repeats above-mentioned steps, can adopt the mode that increases extension rod to strengthen depth of investigation in the larger place of peat thickness.
Embodiment three: the difference of present embodiment and embodiment one or two is: the material of described handle 1 is stainless-steel tube.Other are identical with embodiment one or two.
Embodiment four: the difference of one of present embodiment and embodiment one to three is: the specification of described handle 1 is diameter 35mm, length 200mm, thickness 3mm.Other are identical with one of embodiment one to three.
Embodiment five: the difference of one of present embodiment and embodiment one to four is: the material of described feeler lever 2 is solid alloy pole stock, the material of probe 3 is solid alloy pole stock, the material of extension rod 4 is solid alloy pole stock.Other are identical with one of embodiment one to four.
Embodiment six: the difference of one of present embodiment and embodiment one to five is: the specification of described feeler lever 2 is diameter 10mm, length 1m.Other are identical with one of embodiment one to five.
Embodiment seven: the difference of one of present embodiment and embodiment one to six is: on described probe 3, the edge of transverse plane is provided with annular groove.Other are identical with one of embodiment one to six.
Embodiment eight: the difference of present embodiment and embodiment seven is: the specification of described annular groove is wide 2mm, dark 2mm.Other are identical with embodiment seven.
Embodiment nine: the difference of one of present embodiment and embodiment one to eight is: the body of rod of described feeler lever 2 indicates the scale increasing progressively from bottom to top.The body of rod of described extension rod 4 indicates the scale increasing progressively from bottom to top.Other are identical with one of embodiment one to eight.
Embodiment ten: the difference of one of present embodiment and embodiment one to nine is: the specification of the lead screw 4-2 of the lead screw 1-1 at described handle 1 middle part, the lead screw 2-2 of feeler lever 2 lower ends and extension rod 4 lower ends is diameter 8mm, length 10mm.Other are identical with one of embodiment one to nine.
By following verification experimental verification beneficial effect of the present invention:
Test one: a kind of peat thickness exploration instrument of this test comprises handle 1, feeler lever 2 and probe 3; Handle 1 middle part is outwards provided with lead screw 1-1, and handle 1 is connected to unified one-piece construction with lead screw 1-1; Feeler lever 2 upper port inside are provided with screw hole 2-1, and feeler lever 2 lower ends are provided with lead screw 2-2; Probe 3 is inverted cone, and on probe 3, transverse plane centre position place is provided with screw hole 3-1 to cone inside; The screw hole 2-1 of the lead screw 1-1 at handle 1 middle part and feeler lever 2 upper port matches; On the lead screw 2-2 of feeler lever 2 lower ends and probe 3, the screw hole 3-1 at transverse plane centre position place matches.
The material of the handle 1 described in this test is stainless-steel tube.
The specification of the handle 1 described in this test is diameter 35mm, length 200mm, thickness 3mm.
The material of the feeler lever 2 described in this test is solid alloy pole stock, and the material of probe 3 is solid alloy pole stock, and the material of extension rod 4 is solid alloy pole stock.
The body of rod of the feeler lever 2 described in this test indicates the scale increasing progressively from bottom to top, facilitates field reading out data.
The specification of the feeler lever 2 described in this test is diameter 10mm, length 1m.
On probe 3 described in this test, the edge of transverse plane is provided with annular groove, gets a small amount of clay deposition in peat bottom to judge boundary's degree of depth at the bottom of peat for hooking.
The specification of the groove described in this test is wide 2mm, dark 2mm.
The specification of the lead screw 1-1 at handle 1 middle part described in this test and the lead screw 2-2 of feeler lever 2 lower ends is diameter 8mm, length 10mm.
A kind of peat thickness exploration instrument in this test is threaded connection fastening by small-sized pipe wrench by handle, feeler lever, connecting link and probe.End user's both feet stand on directly over exploration point with wide fork with shoulder, keep feeler lever vertical ground, the both hands handle of holding with a firm grip at the uniform velocity presses down slow power, impression probe is delivered to the resistance of handle simultaneously, pops one's head in often and passed through peat bed position and run into the sediment of other types in the time that resistance increases suddenly.Now, first record the calibration data of ground corresponding to feeler lever surface, then slowly propose to check straight up the sediment type in probe and feeler lever junction groove.If can conclude that this time degree of depth of exploration is peat development thickness while carrying a large amount of mud, fine sand or other and the diverse sediment of peat in groove.Otherwise appropriate change survey location repeats above-mentioned steps.
Equipment quality has been simplified in this test, is convenient for carrying, and simple to operate, singlely in approximately 3 minutes, can complete whole exploration flow process, make field work efficiency improve 80%, and exploration thickness reaches 10m deeply, in addition, the low production cost of this test, can extensively promote the use of.
Test two: a kind of peat thickness exploration instrument of this test comprises handle 1, feeler lever 2 and probe 3; Handle 1 middle part is outwards provided with lead screw 1-1, and handle 1 is connected to unified one-piece construction with lead screw 1-1; Feeler lever 2 upper port inside are provided with screw hole 2-1, and feeler lever 2 lower ends are provided with lead screw 2-2; Probe 3 is inverted cone, and on probe 3, transverse plane centre position place is provided with screw hole 3-1 to cone inside; The screw hole 2-1 of the lead screw 1-1 at handle 1 middle part and feeler lever 2 upper port matches; On the lead screw 2-2 of feeler lever 2 lower ends and probe 3, the screw hole 3-1 at transverse plane centre position place matches.
This test is surveyed a kind of peat thickness the feeler lever 2 of instrument and popped one's head in the large area of peat thickness increases extension rod 4 between 3, extension rod 4 upper port inside are provided with screw hole 4-1, extension rod 4 lower ends are provided with lead screw 4-2, and the screw hole 4-1 of extension rod 4 upper port inside and the lead screw 2-2 that is provided with of feeler lever 2 lower ends match, on the lead screw (4-2) of extension rod 4 lower ends and probe 3, the screw hole 3-1 at transverse plane centre position place matches.
The material of the handle 1 described in this test is stainless-steel tube.
The specification of the handle 1 described in this test is diameter 35mm, length 200mm, thickness 3mm.
The material of the feeler lever 2 described in this test is solid alloy pole stock, and the material of probe 3 is solid alloy pole stock, and the material of extension rod 4 is solid alloy pole stock.
The body of rod of the feeler lever 2 described in this test indicates the scale increasing progressively from bottom to top, facilitates field reading out data.
The specification of the feeler lever 2 described in this test is diameter 10mm, length 1m.
On probe 3 described in this test, the edge of transverse plane is provided with annular groove.
The specification of the groove described in this test is wide 2mm, dark 2mm.
The body of rod of the extension rod 4 described in this test indicates the scale increasing progressively from bottom to top, facilitates field reading out data.
The specification of the lead screw 4-2 of the lead screw 1-1 at handle 1 middle part described in this test, the lead screw 2-2 of feeler lever 2 lower ends and extension rod 4 lower ends is diameter 8mm, length 10mm.
A kind of peat thickness exploration instrument in this test is threaded connection fastening by small-sized pipe wrench by handle, feeler lever, connecting link and probe.End user's both feet stand on directly over exploration point with wide fork with shoulder, keep feeler lever vertical ground, the both hands handle of holding with a firm grip at the uniform velocity presses down slow power, impression probe is delivered to the resistance of handle simultaneously, pops one's head in often and passed through peat bed position and run into the sediment of other types in the time that resistance increases suddenly.Now, first record the calibration data of ground corresponding to feeler lever surface, then slowly propose to check straight up the sediment type in probe and feeler lever junction groove.If can conclude this time very peat development thickness of the degree of depth of exploration while carrying a large amount of mud, fine sand or other and the diverse sediment of peat in groove.Otherwise appropriate change survey location repeats above-mentioned steps, can adopt the mode that increases extension rod to strengthen depth of investigation in the larger place of peat thickness.
Equipment quality has been simplified in this test, is convenient for carrying, and simple to operate, singlely in approximately 3 minutes, can complete whole exploration flow process, make field work efficiency improve 80%, and exploration thickness reaches 10m deeply, in addition, the low production cost of this test, can extensively promote the use of.

Claims (10)

1. a peat thickness exploration instrument, is characterized in that a kind of peat thickness exploration instrument comprises handle (1), feeler lever (2) and probe (3); Handle (1) middle part is outwards provided with lead screw (1-1), and handle (1) is connected to unified one-piece construction with lead screw (1-1); Feeler lever (2) upper port inside is provided with screw hole (2-1), and feeler lever (2) lower end is provided with lead screw (2-2); Probe (3) is inverted cone, and the upper transverse plane centre position of probe (3) place is provided with screw hole (3-1) to cone inside; The lead screw (1-1) at handle (1) middle part matches with the screw hole (2-1) of feeler lever (2) upper port; The lead screw (2-2) of feeler lever (2) lower end matches with the screw hole (3-1) at the upper transverse plane centre position of probe (3) place.
2. a kind of peat thickness exploration instrument according to claim 1, it is characterized in that increasing extension rod (4) between feeler lever (2) and probe (3), extension rod (4) upper port inside is provided with screw hole (4-1), extension rod (4) lower end is provided with lead screw (4-2), and the screw hole (4-1) of extension rod (4) upper port inside matches with the lead screw (2-2) that is provided with of feeler lever (2) lower end, the lead screw (4-2) of extension rod (4) lower end matches with the screw hole (3-1) at the upper transverse plane centre position of probe (3) place.
3. a kind of peat thickness exploration instrument according to claim 1 and 2, is characterized in that the material of described handle (1) is stainless-steel tube.
4. a kind of peat thickness exploration instrument according to claim 3, is characterized in that the specification of described handle (1) is diameter 35mm, length 200mm, thickness 3mm.
5. a kind of peat thickness exploration instrument according to claim 3, the material that it is characterized in that described feeler lever (2) is solid alloy pole stock, the material of probe (3) is solid alloy pole stock, and the material of extension rod (4) is solid alloy pole stock.
6. a kind of peat thickness exploration instrument according to claim 3, is characterized in that the specification of described feeler lever (2) is diameter 10mm, length 1m.
7. a kind of peat thickness exploration instrument according to claim 3, is characterized in that the edge of the upper transverse plane of described probe (3) is provided with annular groove.
8. a kind of peat thickness exploration instrument according to claim 7, is characterized in that the specification of described annular groove is wide 2mm, dark 2mm.
9. a kind of peat thickness exploration instrument according to claim 3, is characterized in that the body of rod of described feeler lever (2) indicates the scale increasing progressively from bottom to top.The body of rod of described extension rod (4) indicates the scale increasing progressively from bottom to top.
10. a kind of peat thickness exploration instrument according to claim 3, the specification that it is characterized in that lead screw (1-1), the lead screw (2-2) of feeler lever (2) lower end and the lead screw (4-2) of extension rod (4) lower end at described handle (1) middle part is diameter 8mm, length 10mm.
CN201410198442.1A 2014-05-12 2014-05-12 Peat thickness surveying tool Pending CN104006716A (en)

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Application Number Priority Date Filing Date Title
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106767295A (en) * 2017-02-28 2017-05-31 中山市知科应用科技研究有限公司 A kind of device for detecting municipal drainage pipeline thickness of deposits
CN108387161A (en) * 2018-03-16 2018-08-10 成都众宜天成科技有限公司 A kind of portable channel surveying on sludge thickness instrument
CN108592748A (en) * 2018-03-16 2018-09-28 成都众宜天成科技有限公司 A kind of channel surveying on sludge thickness instrument
CN109631981A (en) * 2018-03-19 2019-04-16 长沙理工大学 The moisture storage capacity change in time and space and water balance monitoring method of a set of peat bog

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202024710U (en) * 2011-04-25 2011-11-02 江苏兴邦建工集团有限公司 Device for measuring thickness of cast-in-place concrete slab
CN202255217U (en) * 2011-08-26 2012-05-30 江苏名和集团有限公司 Device for detecting thickness of concrete
CN202372107U (en) * 2011-12-23 2012-08-08 中建七局第三建筑有限公司 Measuring device of floorslab casting thickness
CN202974148U (en) * 2012-11-21 2013-06-05 沧州供电公司 Tool for detecting burial depth of chuck of chassis of power transmission pole
CN203024694U (en) * 2012-12-21 2013-06-26 天津吉润达混凝土有限公司 Novel concrete thickness detecting device
CN203069118U (en) * 2013-02-04 2013-07-17 江苏双楼建设集团有限公司 Casting thickness measuring device for concrete cast-in-place slab
CN203083497U (en) * 2012-11-09 2013-07-24 中建七局第一建筑有限公司 Depth measuring rod
US8496246B2 (en) * 2007-08-31 2013-07-30 Glory Ltd. Thickness detector of paper

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8496246B2 (en) * 2007-08-31 2013-07-30 Glory Ltd. Thickness detector of paper
CN202024710U (en) * 2011-04-25 2011-11-02 江苏兴邦建工集团有限公司 Device for measuring thickness of cast-in-place concrete slab
CN202255217U (en) * 2011-08-26 2012-05-30 江苏名和集团有限公司 Device for detecting thickness of concrete
CN202372107U (en) * 2011-12-23 2012-08-08 中建七局第三建筑有限公司 Measuring device of floorslab casting thickness
CN203083497U (en) * 2012-11-09 2013-07-24 中建七局第一建筑有限公司 Depth measuring rod
CN202974148U (en) * 2012-11-21 2013-06-05 沧州供电公司 Tool for detecting burial depth of chuck of chassis of power transmission pole
CN203024694U (en) * 2012-12-21 2013-06-26 天津吉润达混凝土有限公司 Novel concrete thickness detecting device
CN203069118U (en) * 2013-02-04 2013-07-17 江苏双楼建设集团有限公司 Casting thickness measuring device for concrete cast-in-place slab

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106767295A (en) * 2017-02-28 2017-05-31 中山市知科应用科技研究有限公司 A kind of device for detecting municipal drainage pipeline thickness of deposits
CN108387161A (en) * 2018-03-16 2018-08-10 成都众宜天成科技有限公司 A kind of portable channel surveying on sludge thickness instrument
CN108592748A (en) * 2018-03-16 2018-09-28 成都众宜天成科技有限公司 A kind of channel surveying on sludge thickness instrument
CN109631981A (en) * 2018-03-19 2019-04-16 长沙理工大学 The moisture storage capacity change in time and space and water balance monitoring method of a set of peat bog

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Application publication date: 20140827