CN105136111A - Horizontal difference and height difference meter for building construction - Google Patents
Horizontal difference and height difference meter for building construction Download PDFInfo
- Publication number
- CN105136111A CN105136111A CN201510525403.2A CN201510525403A CN105136111A CN 105136111 A CN105136111 A CN 105136111A CN 201510525403 A CN201510525403 A CN 201510525403A CN 105136111 A CN105136111 A CN 105136111A
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- base
- balance stem
- joint pin
- disk
- sounding rod
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- 238000009435 building construction Methods 0.000 title abstract description 6
- 238000005259 measurement Methods 0.000 claims description 22
- 230000001105 regulatory effect Effects 0.000 claims description 10
- 241000276425 Xiphophorus maculatus Species 0.000 claims description 3
- 230000001276 controlling effect Effects 0.000 claims description 3
- 239000012780 transparent material Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 2
- 238000000034 method Methods 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
Landscapes
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a horizontal difference and height difference meter for building construction, and relates to the technical field of measuring tools for building construction. The meter comprises a leveling unit, a calibration unit and a measuring unit, wherein the leveling unit includes a base and a connecting column at the upper part of the base; the lower surface of the base contacts the ground via three support legs with adjustable heights, while the upper surface is provided with an adjusting and indicating mechanism for every support leg; the calibration unit, arranged on the connecting column and over the base, comprises three circular water levels and a trigger mechanism matching the adjusting and indicating mechanism, and lines connecting the centers of the three water levels form a regular triangle; the measuring unit comprises a balance bar which is arranged on the top of the connecting column and can rotate in a vertical plane; measuring rods are arranged at two sides of the balance bar. The meter can effectively measure the horizontal difference and height difference, and guarantee the accuracy of the construction.
Description
Technical field
The present invention relates to building construction measurement technical field of tools.
Background technology
At the realm of building construction, the work often done is the measurement to level error and difference in height, such as when installing template, need to measure the flatness of floor wooden model and the discrepancy in elevation of difference, the flatness measuring cylinder wooden model is then needed when installing the template of cylinder, namely the horizontal level on differing heights point is measured, be exactly make leveling board maintenance level in a word, vertical plate keeps vertically, concrete wall like this after building just can meet the requirements, not just measuring level error or the discrepancy in elevation of wooden model, in other respects, such as measure the measurement also needing to carry out level error or the discrepancy in elevation time slurry thickness etc. smeared by flooring, so measure so frequently for the realm of building construction, now need a kind of instrument, can the convenient and simple measurement completing work in every efficiently.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of building operation level error and vertical survey instrument, and this measuring instrument can effectively be measured level error and the discrepancy in elevation, ensures the accuracy of construction.
For solving the problem, the technical scheme that the present invention takes is: a kind of building operation level error and vertical survey instrument, this measuring instrument comprises leveling portion, calibration portion and measurement section, described leveling portion comprises the joint pin on base and base top, the lower surface of described base can carry out the supporting leg that regulates and earth surface by three height, be provided with one at the upper surface of base for each supporting leg and regulate indicating mechanism, described calibration site is on described joint pin and be positioned at directly over described base, described calibration portion comprises three circular bubbles, the line of centres of described three circular bubbles is equilateral triangle, described calibration portion also comprises and the described trigger mechanism regulating indicating mechanism to match, described measurement section comprises is located at joint pin top and the balance stem that can rotate at perpendicular, sounding rod is provided with in the both sides of balance stem.
Preferably, described base is leg-of-mutton platy structure, three described supporting legs lay respectively at three end angle places of base lower surface, described supporting leg comprises with externally threaded interior leg and the outer leg with internal thread groove, one end of described interior leg is fixedly connected with base, the other end insert the internal thread groove of outer leg interior and both be threaded connection, the described outer bottom bands of trouser legs has the horizontal bottom with earth surface, the bottom of described joint pin is fixedly connected with the center of base upper surface, is provided with trapezoidal deep floor between described base and joint pin.
Preferably, described adjustment indicating mechanism is: on the upper surface of base, be provided with three light sensors, line between three described light sensors is equilateral triangle shape, on the upper surface of base, each light sensor corresponding is also provided with three pilot lamp, the output terminal of described light sensor is connected with PLC, and described PLC is for controlling the power on/off of three pilot lamp.
Preferably, described calibration portion comprises the first disk be located on joint pin, described first disk is transparent material, described first disk be centrally located on the axis of joint pin, three described circular bubbles are distributed in the upper surface of the first disk and the line of three is also equilateral triangle, and the photographic department of three light sensors in center and below of three described circular bubbles aligns up and down one by one.
Preferably, described trigger mechanism comprises the second disk be positioned at above the first disk, three laser instruments are provided with at the lower surface of the second disk, three described laser instruments are also in equilateral triangle arranged in form, and the center of emission port and below three circular bubbles of three described laser instruments aligns up and down one by one.
Preferably, described measurement section comprises two risers vertically arranged, the bottom of described riser is interconnected by leveling board, the top of described leveling board and joint pin is rotationally connected, described balance stem is between two risers, the centre position of described balance stem is rotationally connected by rotating shaft and two risers, being provided with on the top of described balance stem can along the regulating block of balance bar length direction movement, the balance stem body of rod of rotating shaft both sides is arranged with multiple jack, pluggable sounding rod in described jack, described sounding rod and balance stem are mutually vertical, described sounding rod comprises the first sounding rod for measuring the discrepancy in elevation and for measuring substandard second sounding rod, the display disc with pointer is provided with in the side of described riser, described pointer rotates with the rotation of rotating shaft, end plate is provided with at the two ends of balance stem, end plate is provided with the first through hole, riser is provided with second through hole that can align with the first through hole of end plate.
Preferably, the middle part of described first sounding rod is connected by the spring with peg, described peg place is with pointer, scaleplate is provided with in the side of spring, described second sounding rod is made up of interior bar and the outer bar be enclosed within interior bar, described interior bar can bar be interior flexible outside, and described outer bar is plugged in described jack.
The beneficial effect adopting technique scheme to produce is: the simple and practical convenience of this apparatus structure, effectively can carry out the adjustment of levelness to base in the process measured, and adopt laser instrument to coordinate pilot lamp to remind as leveling, add the efficiency of adjustment, ensure that the levelness of the base when measuring, thus make the result of measurement more accurate, substantially increase the accuracy of measurement, and any two points in measurement range can be selected to measure, can complete the level error of multiple spot in a certain region and the measurement of the discrepancy in elevation easily, practicality very.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the structural representation under another state of the present invention.
Wherein, 1, base, 2, joint pin, 3, circular bubble, 4, balance stem, 5, interior leg, 6, outer leg, 7, deep floor, 8, light sensor, 9, pilot lamp, the 10, first disk, the 11, second disk, 12, laser instrument, 13, riser, 14, regulating block, 15, jack, the 16, first sounding rod, 17, the second sounding rod, 18, display disc, 19, end plate, 20, peg, 21, spring, 22, scaleplate, 23, interior bar, 24, outer bar.
Embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation: as depicted in figs. 1 and 2, a kind of building operation level error and vertical survey instrument, this measuring instrument comprises leveling portion, calibration portion and measurement section, described leveling portion comprises the joint pin 2 on base 1 and base 1 top, the lower surface of described base 1 can carry out the supporting leg that regulates and earth surface by three height, be provided with one at the upper surface of base 1 for each supporting leg and regulate indicating mechanism, described calibration site is on described joint pin 2 and be positioned at directly over described base 1, described calibration portion comprises three circular bubbles 3, the line of centres of described three circular bubbles 3 is equilateral triangle, described calibration portion also comprises and the described trigger mechanism regulating indicating mechanism to match, described measurement section comprises is located at joint pin 2 top and the balance stem 4 that can rotate at perpendicular, sounding rod is provided with in the both sides of balance stem 4.
Base 1 is leg-of-mutton platy structure, three described supporting legs lay respectively at three end angle places of base 1 lower surface, described supporting leg comprises with externally threaded interior leg 5 and the outer leg 6 with internal thread groove, one end of described interior leg 5 is fixedly connected with base 1, the other end insert the internal thread groove of outer leg 6 interior and both be threaded connection, described outer leg 6 is with the horizontal bottom with earth surface, the bottom of described joint pin 2 is fixedly connected with the center of base 1 upper surface, is provided with trapezoidal deep floor 7 between described base 1 and joint pin 2.
Adjustment indicating mechanism is: on the upper surface of base 1, be provided with three light sensors 8, line between three described light sensors 8 is equilateral triangle shape, on the upper surface of base 1, each light sensor 8 corresponding is also provided with three pilot lamp 9, the output terminal of described light sensor 8 is connected with PLC, and described PLC is for controlling the power on/off of three pilot lamp 9.
Calibration portion comprises the first disk 10 be located on joint pin 2, described first disk 10 is transparent material, on the axis being centrally located at joint pin 2 of described first disk 10, three described circular bubbles 3 are distributed in the upper surface of the first disk 10 and the line of three is also equilateral triangle, and the photographic department of three light sensors 8 in center and below of three described circular bubbles 3 aligns up and down one by one.
Trigger mechanism comprises the second disk 11 be positioned at above the first disk 10, three laser instruments 12 are provided with at the lower surface of the second disk 11, three described laser instruments 12 are also in equilateral triangle arranged in form, and the center of emission port and below three circular bubbles 3 of three described laser instruments 12 aligns up and down one by one.
Measurement section comprises two risers 13 vertically arranged, the bottom of described riser 13 is interconnected by leveling board, the top of described leveling board and joint pin 2 is rotationally connected, described balance stem 4 is between two risers 13, the centre position of described balance stem 4 is rotationally connected by rotating shaft and two risers 13, being provided with on the top of described balance stem 4 can along the regulating block 14 of balance stem 4 length direction movement, balance stem 4 body of rod of rotating shaft both sides is arranged with multiple jack 15, pluggable sounding rod in described jack 15, described sounding rod is mutually vertical with balance stem 4, described sounding rod comprises the first sounding rod 16 for measuring the discrepancy in elevation and for measuring substandard second sounding rod 17, the display disc 18 with pointer is provided with in the side of described riser 13, described pointer rotates with the rotation of rotating shaft, end plate 19 is provided with at the two ends of balance stem 4, end plate 19 is provided with the first through hole, riser 13 is provided with second through hole that can align with the first through hole of end plate 19.
The middle part of the first sounding rod 16 is connected by the spring 21 with peg 20, described peg 20 place is with pointer, scaleplate 22 is provided with in the side of spring 21, described second sounding rod 17 is made up of interior bar 23 and the outer bar 24 be enclosed within interior bar 23, described interior bar 23 can bar 24 be interior flexible outside, and described outer bar 24 is plugged in described jack 15.
The concrete use procedure of this device is, first when the discrepancy in elevation measured by needs time, as shown in Figure 1, this device is put into the place needing to measure, after putting well, three supporting legs are regulated, turn outer leg 6, move up and down in the internal thread groove of then interior leg 5 leg 6 outside, leveling work is carried out as spirit-leveling instrument, three circular bubbles 3 on first disk 10 serve the effect of instruction, now base 1 level is described when the bubble in three circular bubbles 3 is all placed in the middle time, adjustment puts in place, when external leg 6 regulates, open laser instrument 12, above the radiation exposure that laser instrument 12 sends to circular bubble 3, illuminating part and the circular bubble about 3 of its laser instrument 12 align, when the bubble of circular bubble 3 is placed in the middle time, the ray of laser instrument 12 just in time passes from bubble, be irradiated on the light sensor 8 of below, after light sensor 8 is photosensitive, issue PLC signal, it is luminous that PLC controls corresponding pilot lamp 9 again, then illustrate that this circular bubble 3 regulates to put in place, if three pilot lamp 9 are all bright, then illustrate that the bubble of three circular bubbles 3 is all placed in the middle, now base 1 is in the position of level, liquid in circular bubble 3 has the effect of refraction, if bubble is not placed in the middle, the ray of laser instrument 12 can not be irradiated on light sensor 8 after liquid refracting, pilot lamp 9 does not work, so pilot lamp 9 just can be bright when only having bubble placed in the middle.
After base 1 regulates level, first sounding rod 16 of both sides is inserted in jack 15 respectively, the jack 15 that two the first sounding rods 16 can select both sides different respectively, measure the discrepancy in elevation of two points of diverse location, in addition because riser 13 is rotationally connected by leveling board and joint pin 2, so after being plugged two the first sounding rods 16, can rotate, measure the discrepancy in elevation of two points of diverse location in circumference range, when two the first sounding rods 16 choose suitable jack 15 time, regulate the position of regulating block 14, regulating block 14 can be positioned at the cofree slip of slide rail on balance stem 4 top, adjusting position makes balance stem 4 level, tip location now bottom the first sounding rod 16 is contacted to earth, and balance stem 4 level, then now just can draw the discrepancy in elevation of two points by the difference of two data of the position display of the scaleplate 22 of pointed on observation two the first sounding rods 16.
When the vertical facade needing to measure body of wall or metope is substandard time, as shown in Figure 2, the same side position this device being placed on vertical plane wall, rotary balance bar 4, balance stem 4 is vertically arranged, now balance stem 4 is between two risers 13, insert the first through hole on end plate 19 and the second through hole on riser 13 with latch simultaneously, balance stem 4 is fixed, now again regulate according to the base 1 of above-mentioned method to this device again, make base 1 level, then now balance stem 4 is just in vertical state, then the second sounding rod 17 is inserted, two the second sounding rods 17 can be plugged in two highly different jacks 15, highly can select arbitrarily, metope is withstood in the tip of two the second sounding rods 17 simultaneously, if the irregular words of metope, then the size that is compressed in outer bar 24 of interior bar 23 is also different, compression degree now by measuring interior bar 23 can draw the level error of two measurement points.
The beneficial effect adopting technique scheme to produce is: the simple and practical convenience of this apparatus structure, effectively can carry out the adjustment of levelness to base in the process measured, and adopt laser instrument to coordinate pilot lamp to remind as leveling, add the efficiency of adjustment, ensure that the levelness of the base when measuring, thus make the result of measurement more accurate, substantially increase the accuracy of measurement, and any two points in measurement range can be selected to measure, can complete the level error of multiple spot in a certain region and the measurement of the discrepancy in elevation easily, practicality very.
Claims (7)
1. a building operation level error and vertical survey instrument, it is characterized in that: this measuring instrument comprises leveling portion, calibration portion and measurement section, described leveling portion comprises the joint pin (2) on base (1) and base (1) top, the lower surface of described base (1) can carry out the supporting leg that regulates and earth surface by three height, be provided with one at the upper surface of base (1) for each supporting leg and regulate indicating mechanism, described calibration site goes up in described joint pin (2) and is positioned at directly over described base (1), described calibration portion comprises three circular bubbles (3), the line of centres of described three circular bubbles (3) is equilateral triangle, described calibration portion also comprises and the described trigger mechanism regulating indicating mechanism to match, described measurement section comprises is located at joint pin (2) top and the balance stem (4) that can rotate at perpendicular, sounding rod is provided with in the both sides of balance stem (4).
2. a kind of building operation level error according to claim 1 and vertical survey instrument, it is characterized in that: described base (1) is leg-of-mutton platy structure, three described supporting legs lay respectively at three end angle places of base (1) lower surface, described supporting leg comprises with externally threaded interior leg (5) and the outer leg (6) with internal thread groove, one end of described interior leg (5) is fixedly connected with base (1), the other end insert the internal thread groove of outer leg (6) interior and both be threaded connection, described outer leg (6) is with the horizontal bottom with earth surface, the bottom of described joint pin (2) is fixedly connected with the center of base (1) upper surface, trapezoidal deep floor (7) is provided with between described base (1) and joint pin (2).
3. a kind of building operation level error according to claim 2 and vertical survey instrument, it is characterized in that: described adjustment indicating mechanism is: on the upper surface of base (1), be provided with three light sensors (8), line between three described light sensors (8) is equilateral triangle shape, on the upper surface of base (1), each light sensor (8) corresponding is also provided with three pilot lamp (9), the output terminal of described light sensor (8) is connected with PLC, and described PLC is for controlling the power on/off of three pilot lamp (9).
4. a kind of building operation level error according to claim 3 and vertical survey instrument, it is characterized in that: described calibration portion comprises the first disk (10) be located on joint pin (2), described first disk (10) is transparent material, on the axis being centrally located at joint pin (2) of described first disk (10), three described circular bubbles (3) are distributed in the upper surface of the first disk (10) and the line of three is also equilateral triangle, and the photographic department of three light sensors (8) in center and below of three described circular bubbles (3) aligns up and down one by one.
5. a kind of building operation level error according to claim 4 and vertical survey instrument, it is characterized in that: described trigger mechanism comprises the second disk (11) being positioned at the first disk (10) top, three laser instruments (12) are provided with at the lower surface of the second disk (11), three described laser instruments (12) are also in equilateral triangle arranged in form, and the center of emission port and below three circular bubbles (3) of three described laser instruments (12) aligns up and down one by one.
6. a kind of building operation level error according to claim 5 and vertical survey instrument, it is characterized in that: described measurement section comprises two risers (13) vertically arranged, the bottom of described riser (13) is interconnected by leveling board, the top of described leveling board and joint pin (2) is rotationally connected, described balance stem (4) is positioned between two risers (13), the centre position of described balance stem (4) is rotationally connected by rotating shaft and two risers (13), being provided with on the top of described balance stem (4) can along the regulating block (14) of balance stem (4) length direction movement, balance stem (4) body of rod of rotating shaft both sides is arranged with multiple jack (15), pluggable sounding rod in described jack (15), described sounding rod is mutually vertical with balance stem (4), described sounding rod comprises the first sounding rod (16) for measuring the discrepancy in elevation and for measuring substandard second sounding rod (17), the display disc (18) with pointer is provided with in the side of described riser (13), described pointer rotates with the rotation of rotating shaft, end plate (19) is provided with at the two ends of balance stem (4), end plate (19) is provided with the first through hole, riser (13) is provided with second through hole that can align with the first through hole of end plate (19).
7. a kind of building operation level error according to claim 6 and vertical survey instrument, it is characterized in that: the middle part of described first sounding rod (16) is connected by the spring (21) with peg (20), described peg (20) place is with pointer, scaleplate (22) is provided with in the side of spring (21), described second sounding rod (17) is made up of interior bar (23) and the outer bar (24) be enclosed within interior bar (23), described interior bar (23) can bar (24) be interior flexible outside, and described outer bar (24) is plugged in described jack (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510525403.2A CN105136111B (en) | 2015-08-25 | 2015-08-25 | A kind of construction level error and vertical survey instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510525403.2A CN105136111B (en) | 2015-08-25 | 2015-08-25 | A kind of construction level error and vertical survey instrument |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105136111A true CN105136111A (en) | 2015-12-09 |
| CN105136111B CN105136111B (en) | 2017-10-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510525403.2A Expired - Fee Related CN105136111B (en) | 2015-08-25 | 2015-08-25 | A kind of construction level error and vertical survey instrument |
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| CN (1) | CN105136111B (en) |
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105666630A (en) * | 2016-01-04 | 2016-06-15 | 宿州学院 | Auxiliary device for assembling furniture |
| CN106225665A (en) * | 2016-09-29 | 2016-12-14 | 中国冶集团有限公司 | Doors structure surface evenness detection device and method |
| CN108180355A (en) * | 2017-12-28 | 2018-06-19 | 苏州市测绘院有限责任公司 | A kind of mapping auxiliary tool and its application method |
| WO2018170627A1 (en) * | 2017-03-18 | 2018-09-27 | 深圳市方鹏科技有限公司 | High precision measuring instrument using computer control |
| CN109373939A (en) * | 2018-11-02 | 2019-02-22 | 上海华力微电子有限公司 | Puddle development slot flatness devices and methods therefor in a kind of measurement coating developing machine |
| CN109540092A (en) * | 2018-12-06 | 2019-03-29 | 中建八局浙江建设有限公司 | The clear slot height controller of rock geology substrate and absolute altitude control method |
| CN109556583A (en) * | 2018-12-24 | 2019-04-02 | 重庆南江建设工程公司 | A kind of vertical degree of the peg hole and azimuth measuring instrument and measurement method |
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| CN105666630B (en) * | 2016-01-04 | 2017-12-08 | 宿州学院 | A kind of furniture construction servicing unit |
| CN105666630A (en) * | 2016-01-04 | 2016-06-15 | 宿州学院 | Auxiliary device for assembling furniture |
| CN106225665B (en) * | 2016-09-29 | 2019-03-05 | 中国一冶集团有限公司 | Doors structure surface evenness detection device and method |
| CN106225665A (en) * | 2016-09-29 | 2016-12-14 | 中国冶集团有限公司 | Doors structure surface evenness detection device and method |
| WO2018170627A1 (en) * | 2017-03-18 | 2018-09-27 | 深圳市方鹏科技有限公司 | High precision measuring instrument using computer control |
| CN108180355A (en) * | 2017-12-28 | 2018-06-19 | 苏州市测绘院有限责任公司 | A kind of mapping auxiliary tool and its application method |
| CN108180355B (en) * | 2017-12-28 | 2019-09-13 | 苏州市测绘院有限责任公司 | A surveying aid and method of use thereof |
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