CN105910591A - Method and device for detecting verticality and clearance size of elevator shaft - Google Patents
Method and device for detecting verticality and clearance size of elevator shaft Download PDFInfo
- Publication number
- CN105910591A CN105910591A CN201610381149.8A CN201610381149A CN105910591A CN 105910591 A CN105910591 A CN 105910591A CN 201610381149 A CN201610381149 A CN 201610381149A CN 105910591 A CN105910591 A CN 105910591A
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- elevator
- perpendicularity
- chi
- fixed support
- contiguous block
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- 238000000034 method Methods 0.000 title claims abstract description 16
- 238000001514 detection method Methods 0.000 claims abstract description 14
- 238000005259 measurement Methods 0.000 claims description 16
- 238000012360 testing method Methods 0.000 claims description 9
- 238000010586 diagram Methods 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- 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
- G01C15/12—Instruments for setting out fixed angles, e.g. right angles
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
-
- 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
- G01C15/002—Active optical surveying means
- G01C15/004—Reference lines, planes or sectors
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The invention relates to a method for detecting the verticality and clearance size of an elevator shaft. A laser zenith telescope and scale are utilized to measure the distance between the four-side wall of each height layer elevator shaft and a laser beam, drawing calculation is conducted to obtain the elevator shaft verticality and clearance size dimensional data. The device for detecting the verticality and clearance size of the elevator shaft consists of a fixed support, a horizontal measuring ruler, a vertical measuring ruler and the laser zenith telescope, the fixed support is an H-shaped structure, a connecting section is provided with a second cross-connection block, the vertical measuring ruler is arranged perpendicular to the connecting section and passes through it and is fixed on the second cross-connection block. The fixed support section located in the elevator shaft is provided with the horizontal measuring ruler, the horizontal measuring ruler is parallel to the connecting section, and an intersection position of the horizontal measuring ruler and the vertical measuring ruler is fixed through a first cross-connection block, which is equipped with a through-hole. By adopting the structure, high efficiency and high precision of elevator shaft verticality and clearance size detection are guaranteed.
Description
Technical field
The present invention relates to building detection technique field, a kind of method and device detecting elevator perpendicularity and headroom size.
Background technology
Before installing elevator, the building elevator built up must be carried out elevator perpendicularity and headroom size detection, and existing commonly used detection method is that ribbon joined by employing suspension weight line or total powerstation is directly measured.Although hanging weight line to join ribbon method simply, but need to prepare oil drum and weight, in addition it is also necessary to completing as measuring table by hanging basket, one is that preparation is many, the most time-consumingly；Two is that safety guarantee difficulty is big；Three be the elevator discrepancy in elevation big time, plumb bob poor stability, certainty of measurement cannot ensure.Total powerstation direct measuring method is direct, but needs by repeatedly building instrument platform, and repeatedly transmission measuring basis just can complete, and one is to set for this platform time-consuming, and efficiency is low；Two is that measuring basis repeatedly transmits the error brought greatly, causes certainty of measurement to ensure.
Summary of the invention
The technical problem to be solved is to provide a kind of method and device detecting elevator perpendicularity and headroom size, ensure that elevator perpendicularity and the high efficiency of headroom size detection and pinpoint accuracy, effectively prevent the problem that the testing result error that existing detection method caused is big, detection process is time-consumingly grown.
For solving above-mentioned technical problem, the technical solution adopted in the present invention is: a kind of method detecting elevator perpendicularity and headroom size, utilize laser zenith telescope and scale that the four sides body of wall of each elevation layer elevator is measured to the distance between laser beam, calculate by drawing and obtain elevator perpendicularity and the sized data of headroom size.
Preferably in scheme, further comprising the steps of:
1) bottom position at elevator sets up laser zenith telescope, opens lasing light emitter, launches laser beam, determines each elevation layer measuring basis line.
2) scale is utilized to measure each elevation layer laser beam respectively to the distance of body of wall test point.
3) the measurement distance of body of wall test point is utilized, calculate four bodies of wall deviation value relative to ground floor of each layer respectively, the maximum of each body of wall and the vertical missing that difference is this body of wall of minimum deviation value, take the vertical missing of maximum in four bodies of wall, as elevator measuring for verticality value, utilizes each body of wall deviation value to be calculated the headroom size of elevator by plotting mode simultaneously.
4) compare diverse location and measure elevator perpendicularity and the headroom size that distance obtains, power taking stair shaft perpendicularity maximum as elevator measuring for verticality value, take both elevator headroom smallest size of as elevator headroom size detection value.
A kind of device detecting elevator perpendicularity and headroom size, including fixed support, laterally survey chi, longitudinally survey chi and laser zenith telescope, fixed support is H-shaped structure, with support bracket fastened linkage section as boundary line, the fixed support section of linkage section side is fixed on job platform, and it is interior and unsettled that the fixed support of linkage section opposite side stretches into elevator；
The fixed support section being positioned at elevator is provided with slideway, and linkage section is additionally provided with the second four-way contiguous block, longitudinally surveys chi and is perpendicular to linkage section and arranges and pass and be fixed on the second four-way contiguous block；
Being positioned at the fixed support section of elevator to be provided with and laterally survey chi, laterally survey chi and be parallel to linkage section and arrange, and laterally survey chi and fixed by the first four-way contiguous block with longitudinally survey chi intersection location, the first four-way contiguous block is provided with through hole.
Preferably in scheme, described laterally survey chi can slide upwardly along the slideway on fixed support in the side that be perpendicular to linkage section；
Longitudinally survey chi, the first four-way contiguous block and the second four-way contiguous block to slide upwardly along the slideway on linkage section in linkage section side.
Preferably in scheme, the first described four-way contiguous block also tilting to be provided with illuminator, illuminator is arranged diagonally downward towards job platform direction.
Preferably in scheme, the first described four-way contiguous block and the second four-way contiguous block are provided with longitudinal ruler groove, longitudinally surveying chi to be arranged on longitudinal ruler groove, the first four-way contiguous block and fixed support are positioned at one end of elevator and are provided with horizontal chi groove, laterally survey chi and are arranged on horizontal chi groove.
Preferably in scheme, described chi two ends of laterally surveying are provided with transversal stretching Sopwith staff, and one end that longitudinal survey chi is positioned at elevator is provided with longitudinal extension Sopwith staff.
Preferably in scheme, described longitudinal direction is surveyed chi and is provided with zero point baffle plate near one end of job platform.
A kind of method and device detecting elevator perpendicularity and headroom size that the present invention provides, by using said structure, the elevator perpendicularity in skyscraper house and the detection operation of headroom size can be more applicable for, scale cost of manufacture is low, method is simple to operation in measurement, precision is high, it is adaptable to various building elevator perpendicularity and headroom size detection；Method is time saving and energy saving, safety good, efficiency is high, can ensure that precision and cost-effective；Whole method and measurement scale ensure that elevator perpendicularity and the high efficiency of headroom size detection and pinpoint accuracy.
Accompanying drawing explanation
The invention will be further described with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the plan structure schematic diagram of the present invention.
Fig. 2 is the measurement scale portion structural representation of the present invention.
Fig. 3 is the Section A-A sectional structure schematic diagram of Fig. 2 of the present invention.
Fig. 4 is the section B-B sectional structure schematic diagram of Fig. 2 of the present invention.
Fig. 5 is the measuring point distribution schematic diagram of the present invention.
Fig. 6 is to face structural representation during the present invention detects.
In figure: fixed support 1, laterally survey chi 2, longitudinally survey chi 3, the first four-way contiguous block 4, the second four-way contiguous block 5, through hole 6, illuminator 7, longitudinal ruler groove 8, fluorescent screen 9, zero point baffle plate 10, laterally chi groove 11, laser zenith telescope 12, linkage section 101, transversal stretching Sopwith staff 201, longitudinal extension Sopwith staff 301.
Detailed description of the invention
Embodiment 1:
In figure, a kind of method detecting elevator perpendicularity and headroom size, utilize laser zenith telescope 12 and scale that the four sides body of wall of each elevation layer elevator is measured to the distance between laser beam, calculate by drawing and obtain elevator perpendicularity and the sized data of headroom size.
Embodiment 2:
On the basis of embodiment 1, further comprising the steps of:
1) bottom position at elevator sets up laser zenith telescope 12, opens lasing light emitter, launches laser beam, determines each elevation layer measuring basis line.
2) scale is utilized to measure each elevation layer laser beam respectively to the distance of body of wall test point.
3) the measurement distance of body of wall test point is utilized, calculate four bodies of wall deviation value relative to ground floor of each layer respectively, the maximum of each body of wall and the vertical missing that difference is this body of wall of minimum deviation value, take the vertical missing of maximum in four bodies of wall, as elevator measuring for verticality value, utilizes each body of wall deviation value to be calculated the headroom size of elevator by plotting mode simultaneously.
4) compare diverse location and measure elevator perpendicularity and the headroom size that distance obtains, power taking stair shaft perpendicularity maximum as elevator measuring for verticality value, take both elevator headroom smallest size of as elevator headroom size detection value.
Embodiment 3:
On the basis of embodiment 2, as it is shown in figure 5, concrete detection job step is as follows:
1) bottom position at built building elevator sets up laser zenith telescope 12 leveling, open lasing light emitter, launch laser beam P1, i.e. laser beam P1 is each elevation layer measuring basis line, and must ensure that laser beam is in measuring direct sliding scale, then measuring the laser beam of ground floor to the distance of body of wall test point as benchmark data, the measurement data of follow-up floor, with this measurement data as reference, asks for deviation value；
2) fixed support 1 is fixed on measure floor job platform, adjust level(l)ing bubble ensure support level, and by horizontal support and between hoistway operation survey wall tangent；
3) sliding utilizing both sides scale adjusts the through hole 6 that horizontal scale 2 makes laser beam pass through the first four-way contiguous block 4 with longitudinal scale 3, and by observing fluorescent screen and illuminator, accurately adjusts the location of scale and datum line；
4), in the case of ensureing support level and datum line accurate positioning, regulation transversal stretching Sopwith staff 201 and longitudinal extension Sopwith staff 301, to contacting four bodies of wall completely, read P1 respectively to distance P1A1 of wall test point, P1A2, P1A3, P1A4.Wherein P1A1 section can read by longitudinally surveying the reading of portraying on chi 3, now, completes first group of measurement data, the support coordinate figure of record P1；
5) laterally survey chi 2 by mobile and longitudinally survey chi 3, according to the P1 point frame coordinate figure of record in step 4), new frame coordinate figure location P2 point after combining movement, utilize Sopwith staff measurement P2 point to the distance of four walls simultaneously, as shown in Figure 5, in like manner measure P3 point data, obtain the measurement data of three measuring points of This floor；
6) basic parameter measured as follow-up floor at the first support coordinate figure in fixed support measuring floor measurement by P1, P2, P3 point, by adjusting staff reading positioning measuring device.Repeat step 2) to step 5) complete follow-up every floor measurement operation；
7) as shown in Figure 5,12 measurements length of side value P1A1, P1A2, P1A3, P1A4, P2B1, P2B2, P2B3, P2B4, P3C1, P3C2, P3C3, P3C4 producing centered by utilizing P1, P2, P3 of each layer at 3 are by calculating each floor length of elevator, width value, and elevator headroom size, it is possible to calculate the perpendicularity deviation value of every side walls.
On the basis of embodiment 3, following apparatus is used to measure:
A kind of device detecting elevator perpendicularity and headroom size, including fixed support 1, laterally survey chi 2, longitudinally survey chi 3 and laser zenith telescope 12, fixed support 1 is H-shaped structure, with the linkage section 101 of fixed support 1 as boundary line, the fixed support of linkage section 101 side 1 section is fixed on job platform, and it is interior and unsettled that the fixed support 1 of linkage section 101 opposite side stretches into elevator；
The fixed support 1 section being positioned at elevator is provided with slideway, and linkage section 101 is additionally provided with the second four-way contiguous block 5, longitudinally surveys chi 3 and is perpendicular to linkage section 101 and arranges and pass and be fixed on the second four-way contiguous block 5；
The fixed support 1 section being positioned at elevator is provided with horizontal chi 2 of surveying, and horizontal survey chi 2 is parallel to linkage section 101 and arranges, and laterally survey chi 2 and longitudinal survey chi 3 intersection location are fixing by the first four-way contiguous block 4, and the first four-way contiguous block 4 is provided with through hole 6.
Preferably in scheme, described laterally survey chi 2 can slide upwardly along the slideway on fixed support 1 in the side that be perpendicular to linkage section 101；
Longitudinally survey chi the 3, first four-way contiguous block 4 and the second four-way contiguous block 5 can slide upwardly along the slideway on linkage section 101 linkage section 101 side.
Preferably in scheme, the first described four-way contiguous block 4 also tilting to be provided with illuminator 7, illuminator 7 is arranged diagonally downward towards job platform direction.
Preferably in scheme, the first described four-way contiguous block 4 and the second four-way contiguous block 5 are provided with longitudinal ruler groove 8, longitudinally survey chi 3 to be arranged on longitudinal ruler groove 8, first four-way contiguous block 4 and fixed support 1 are positioned at one end of elevator and are provided with horizontal chi groove 11, laterally survey chi 2 and are arranged on horizontal chi groove 11.
Preferably in scheme, described chi 2 two ends of laterally surveying are provided with transversal stretching Sopwith staff 201, and one end that longitudinal survey chi 3 is positioned at elevator is provided with longitudinal extension Sopwith staff 301.
Preferably in scheme, described longitudinal direction is surveyed chi 3 and is provided with zero point baffle plate 10 near one end of job platform.
Claims (8)
1. the method detecting elevator perpendicularity and headroom size, it is characterized in that: utilize laser zenith telescope (12) and scale that the four sides body of wall of each elevation layer elevator is measured to the distance between laser beam, calculate by drawing and obtain elevator perpendicularity and the sized data of headroom size.
A kind of method detecting elevator perpendicularity and headroom size the most according to claim 1, is characterized in that further comprising the steps of:
1) bottom position at elevator sets up laser zenith telescope (12), opens lasing light emitter, launches laser beam, determines each elevation layer measuring basis line.
2) scale is utilized to measure each elevation layer laser beam respectively to the distance of body of wall test point.
3) the measurement distance of body of wall test point is utilized, calculate four bodies of wall deviation value relative to ground floor of each layer respectively, the maximum of each body of wall and the vertical missing that difference is this body of wall of minimum deviation value, take the vertical missing of maximum in four bodies of wall, as elevator measuring for verticality value, utilizes each body of wall deviation value to be calculated the headroom size of elevator by plotting mode simultaneously.
4) compare diverse location and measure elevator perpendicularity and the headroom size that distance obtains, power taking stair shaft perpendicularity maximum as elevator measuring for verticality value, take both elevator headroom smallest size of as elevator headroom size detection value.
3. the device detecting elevator perpendicularity and headroom size, including fixed support (1), laterally survey chi (2), longitudinally survey chi (3) and laser zenith telescope (12), it is characterized in that: fixed support (1) is H-shaped structure, with the linkage section (101) of fixed support (1) as boundary line, fixed support (1) section of linkage section (101) side is fixed on job platform, and it is interior and unsettled that the fixed support (1) of linkage section (101) opposite side stretches into elevator；
Fixed support (1) section being positioned at elevator is provided with slideway, and linkage section (101) is additionally provided with the second four-way contiguous block (5), longitudinally surveys chi (3) and is perpendicular to linkage section (101) and arranges and pass and be fixed on the second four-way contiguous block (5)；
It is positioned at fixed support (1) section of elevator to be provided with and laterally survey chi (2), laterally survey chi (2) and be parallel to linkage section (101) setting, and it is fixing by the first four-way contiguous block (4) with longitudinally survey chi (3) intersection location laterally to survey chi (2), the first four-way contiguous block (4) is provided with through hole (6).
A kind of device detecting elevator perpendicularity and headroom size the most according to claim 3, is characterized in that: described chi (2) of laterally surveying can slide upwardly along the slideway on fixed support (1) in the side that be perpendicular to linkage section (101)；
Longitudinally survey chi (3), the first four-way contiguous block (4) and the second four-way contiguous block (5) to slide upwardly along the slideway on linkage section (101) in linkage section (101) side.
5. according to a kind of device detecting elevator perpendicularity and headroom size described in claim 3 or 4, it is characterized in that: also tilting to be provided with illuminator (7) on the first described four-way contiguous block (4), illuminator (7) is arranged diagonally downward towards job platform direction.
A kind of device detecting elevator perpendicularity and headroom size the most according to claim 4, it is characterized in that: the first described four-way contiguous block (4) and the second four-way contiguous block (5) are provided with longitudinal ruler groove (8), longitudinally survey chi (3) to be arranged on longitudinal ruler groove (8), first four-way contiguous block (4) and fixed support (1) are positioned at one end of elevator and are provided with horizontal chi groove (11), laterally survey chi (2) and are arranged on horizontal chi groove (11).
A kind of device detecting elevator perpendicularity and headroom size the most according to claim 3, it is characterized in that: described chi (2) two ends of laterally surveying are provided with transversal stretching Sopwith staff (201), and one end that longitudinal survey chi (3) is positioned at elevator is provided with longitudinal extension Sopwith staff (301).
A kind of device detecting elevator perpendicularity and headroom size the most according to claim 3, is characterized in that: described longitudinal direction is surveyed chi (3) and is provided with zero point baffle plate (10) near one end of job platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610381149.8A CN105910591B (en) | 2016-06-01 | 2016-06-01 | A kind of method and device detecting elevator verticality and headroom size |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610381149.8A CN105910591B (en) | 2016-06-01 | 2016-06-01 | A kind of method and device detecting elevator verticality and headroom size |
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| Publication Number | Publication Date |
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| CN105910591A true CN105910591A (en) | 2016-08-31 |
| CN105910591B CN105910591B (en) | 2019-04-23 |
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| CN201610381149.8A Expired - Fee Related CN105910591B (en) | 2016-06-01 | 2016-06-01 | A kind of method and device detecting elevator verticality and headroom size |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110470282A (en) * | 2019-09-12 | 2019-11-19 | 中国水利水电第三工程局有限公司 | A kind of vertical shaft penstock installation Alignment measuring device and method |
| CN111706094A (en) * | 2020-06-29 | 2020-09-25 | 中国建筑第五工程局有限公司 | Positioning and calibrating device and method for elevator shaft construction |
| CN113313375A (en) * | 2021-05-26 | 2021-08-27 | 湖北新悦成智能科技有限公司 | Building engineering construction quality evaluation method based on big data analysis and cloud computing |
| CN114234885A (en) * | 2021-12-31 | 2022-03-25 | 杨武鹏 | Outdoor measuring equipment for building design and using method thereof |
| US11781866B1 (en) * | 2021-05-15 | 2023-10-10 | Point Data, Inc. | Alignment system |
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Patent Citations (5)
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| KR20020049671A (en) * | 2000-12-20 | 2002-06-26 | 이구택 | Auto-Correction Device For Precision Of Ruler |
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| CN205718990U (en) * | 2016-06-01 | 2016-11-23 | 葛洲坝测绘地理信息技术有限公司 | A kind of device detecting elevator perpendicularity and headroom size |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110470282A (en) * | 2019-09-12 | 2019-11-19 | 中国水利水电第三工程局有限公司 | A kind of vertical shaft penstock installation Alignment measuring device and method |
| CN111706094A (en) * | 2020-06-29 | 2020-09-25 | 中国建筑第五工程局有限公司 | Positioning and calibrating device and method for elevator shaft construction |
| US11781866B1 (en) * | 2021-05-15 | 2023-10-10 | Point Data, Inc. | Alignment system |
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| CN114234885B (en) * | 2021-12-31 | 2023-11-21 | 杨武鹏 | Outdoor measurement equipment for building design and application method thereof |
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| CN105910591B (en) | 2019-04-23 |
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