CN205748362U - Architectural engineering vertical structure perpendicularity deviation measures guiding ruler - Google Patents
Architectural engineering vertical structure perpendicularity deviation measures guiding ruler Download PDFInfo
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- CN205748362U CN205748362U CN201620435539.4U CN201620435539U CN205748362U CN 205748362 U CN205748362 U CN 205748362U CN 201620435539 U CN201620435539 U CN 201620435539U CN 205748362 U CN205748362 U CN 205748362U
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- guiding ruler
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- ruler
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- Length-Measuring Instruments Using Mechanical Means (AREA)
Abstract
This utility model one architectural engineering vertical structure perpendicularity deviation measures guiding ruler, relate to the detection instrument in a kind of construction, including vertical guiding ruler, hang top, rotating scale chi, vertical guiding ruler includes in T-shaped guiding ruler under guiding ruler and the telescopic L-shaped being connected to guiding ruler vertical arm lower end, horizontal arm one end end face of upper guiding ruler is that upper structure measurement is by face, upper structure measurement is connected to suspension hook by face, hang top to be connected under one of them suspension hook by lifting rope, the horizontal arm distal end faces of lower guiding ruler is that lower structure measurement is by face, the lower structure measurement of lower guiding ruler leans on face in same vertical plane by the upper structure measurement in face with upper guiding ruler, connect in the vertical arm of lower guiding ruler and have the rule that can be turned out, rule can be turned out the position being parallel to each other to the horizontal arm with upper guiding ruler.This utility model has the advantages such as measuring speed is fast, simple to operate, operating cost is low.
Description
Technical field
This utility model relates to the detection instrument in a kind of construction, measures guiding ruler particularly to a kind of architectural engineering vertical structure perpendicularity deviation.
Background technology
Cast-in-situ steel reinforced concrete vertical structure is mainly shear wall and pillar and masonry structure, the perpendicularity inspection of these several structures is generally divided into twice: be after component template installs and in masonry building process for the first time, carry out second time be concrete members form removal after and masonry built by laying bricks or stones after carry out, the generally inspection method to perpendicularity is that a people hangs top at the top of component or component, one people in bottom to ray examination and measure, one people records deviation data, in trimming checking process, inspection personnel needs constantly to climb up to climb down, the most not only check that progress is slow, labor intensity is big, efficiency is low, and have potential safety hazard, especially in the building that component is higher.
Summary of the invention
The architectural engineering vertical structure perpendicularity deviation that the purpose of this utility model is to provide a kind of inspection of vertical structure perpendicularity deviation be applicable to architectural engineering, measuring speed is fast, simple to operate, operating cost is low measures guiding ruler.
nullThis utility model the technical scheme is that a kind of architectural engineering vertical structure perpendicularity deviation measures guiding ruler for achieving the above object，Including vertical guiding ruler、Hang top、Rotating scale chi，Vertical guiding ruler includes in T-shaped guiding ruler under guiding ruler and the telescopic L-shaped being connected to guiding ruler vertical arm lower end，Horizontal arm one end end face of upper guiding ruler is that upper structure measurement is by face，The horizontal arm other end end face of upper guiding ruler is that masonry is measured by face，Upper structure measurement is measured by face and masonry and is connected to suspension hook by face，Hang top to be connected under one of them suspension hook by lifting rope，The horizontal arm distal end faces of lower guiding ruler is that lower structure measurement is by face，The lower structure measurement of lower guiding ruler leans on face in same vertical plane by the upper structure measurement in face with upper guiding ruler，Connect in the vertical arm of lower guiding ruler and have the rule that can be turned out，Rule can be turned out the position being parallel to each other to the horizontal arm with upper guiding ruler.
Further technical scheme of the present utility model is: be provided with the collecting cavity housing upper guiding ruler vertical arm in described lower guiding ruler vertical arm, lower guiding ruler houses and is evenly arranged with registration Ka Dong on a cavity wherein sidewall, regulation it is provided with by pearl on the upper corresponding sidewall of guiding ruler vertical arm, regulate and have spring by connection inside pearl, in adjustment, guiding ruler vertical arm and the relative position of lower guiding ruler vertical arm, regulate and may be stuck in any one locator card hole of lower guiding ruler by pearl.
This utility model one architectural engineering vertical structure perpendicularity deviation is measured guiding ruler and is had the advantages that using this utility model to measure guiding ruler carries out the perpendicularity inspection of template (or component), the numerical value of deviation can be measured accurately, template construction is adjusted according to deviation value, telescopic fashion made by guiding ruler can effectively avoid various obstruction thing, the vertical arm of lower guiding ruler is installed rotating measurement scale and can remove operation and the deviation of artificial ruler measurement from, applied widely, one chi is multiplex, flexible and changeable, accuracy is high, one people just can operate, the review time is not only substantially reduced after using this utility model, reduce and participate in inspection number, and reduce the labor intensity of workmen and inspection personnel, there is good effect.
With embodiment, this utility model one architectural engineering vertical structure perpendicularity deviation is measured guiding ruler below in conjunction with the accompanying drawings to be further described.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram that this utility model architectural engineering vertical structure perpendicularity deviation measures guiding ruler；
Fig. 2 is that the A-A of Fig. 1 is to profile；
Fig. 3 is that the B-B of Fig. 1 is to profile；
Fig. 4 is that the C-C of Fig. 1 is to profile；
Fig. 5 is that the D-D of Fig. 4 is to profile；
Fig. 6 is to use this utility model architectural engineering vertical structure perpendicularity deviation to measure guiding ruler to measure shear wall perpendicularity deviation operation chart；
Fig. 7 is to use this utility model architectural engineering vertical structure perpendicularity deviation to measure guiding ruler to measure masonry project perpendicularity deviation operation chart；
Drawing reference numeral illustrates: guiding ruler under 1-, and under 2-, structure measurement leans on face, and the upper structure measurement of 3-leans on face, 4-fixes screw, 5-rule, the upper guiding ruler of 6-, number suspension hook of 7-, No. bis-suspension hooks of 8-, 9-masonry is measured by face, the 10-line of ink marker placed in the middle, 11-lifting rope, 12-hangs top, 13-locator card hole, 14-regulation is by pearl, 15-spring, 16-measures component, 17-measuring surface, 18-masonry structure.
Detailed description of the invention
nullAs shown in Figures 1 to 5，This utility model one architectural engineering vertical structure perpendicularity deviation measures guiding ruler，Including vertical guiding ruler、Hang top 12、Rotating scale chi 5，Vertical guiding ruler includes in T-shaped guiding ruler 1 under guiding ruler 6 and the telescopic L-shaped being connected to guiding ruler 6 vertical arm lower end，Horizontal arm one end end face of upper guiding ruler 6 is that upper structure measurement is by face 3，The horizontal arm other end end face of upper guiding ruler 6 is that masonry is measured by face 9，Upper structure measurement is measured by being connected on face 9 for hanging the suspension hook hanging top 12 by face 3 and masonry，Suspension hook includes a suspension hook 7 and No. two suspension hooks 8，Hang top 12 to be connected under one of them suspension hook by lifting rope 11，The horizontal arm distal end faces of lower guiding ruler 1 is that lower structure measurement is by face 2，The lower structure measurement of lower guiding ruler 1 leans on face 3 in same vertical plane by the upper structure measurement in face 2 with upper guiding ruler 6，The lower structure measurement i.e. playing guiding ruler 1 leans on face 2 to be mutually flush on same vertical plane by face 3 with the upper structure measurement of upper guiding ruler 6.Connect in the vertical arm of lower guiding ruler 1 and have the rule 5 that can be turned out, rule 5 one end is positioned in the vertical arm of lower guiding ruler 1 by fixing screw 4, rule 5 other end can rotate in the range of 180 °, rule 5 makes for stainless steel substrates, being provided with graduation mark and numeral on rule 5, rule 5 can be turned out the position being parallel to each other to the horizontal arm with upper guiding ruler 6.Upper guiding ruler 6 and lower guiding ruler 1 are all that aluminium alloy plate makes formation, and overall weight is light, it is simple to carry.
The collecting cavity housing upper guiding ruler 6 vertical arm it is provided with in described lower guiding ruler 1 vertical arm, lower guiding ruler 1 houses and is evenly arranged with a registration card hole 13 on a cavity wherein sidewall, regulation it is provided with by pearl 14 on the upper guiding ruler 6 corresponding sidewall of vertical arm, regulate and have spring 15 by connection inside pearl 14, in adjustment, guiding ruler 6 vertical arm and the relative position of lower guiding ruler 1 vertical arm, regulate and may be stuck in any one locator card hole 13 of lower guiding ruler 1 by pearl 14.Upper guiding ruler 6 and lower guiding ruler 1 use set joint form to be connected with each other, pin regulation and compress regulation by pearl 14 just toward retraction by spring during pearl 14 15, at this moment can guiding ruler 6 and lower guiding ruler 1 in up-down adjustment, regulate after snapping into locator card hole 13 to eject by pearl 14 and just can fix guiding ruler length.If run into during measuring steel pipe that vertical structure reinforces or wooden distracted time adjustable on guiding ruler 6 and the relative position of lower guiding ruler 1 and avoid.
After upper guiding ruler 6 and lower guiding ruler 1 are connected with each other, in the middle part of the vertical arm at suspension hook edge, eject the line of ink marker 10 placed in the middle, keep clear."] that upper guiding ruler 6 and lower guiding ruler 1 are formed after connecting " shape face can be used for the model sheetinstallat inspection such as shear wall, pillar or entity inspection, and " " " shape face can be used for hanging over when masonry is built by laying bricks or stones and checks its perpendicularity on masonry at any time.
When using this utility model to measure shear wall perpendicularity deviation, as shown in Figure 6, fasten in suspension hook 7 position of upper guiding ruler 6 and hang top 12, utilize the principle that center of gravity is downward and straight line is smooth hanging top 12, during measurement, upper structure measurement only pastes the upper-lower position in the template face of vertical structure (such as pillar or shear wall) by face 3 and lower structure measurement by face 2, as in the barrier scalable such as the side of running into bar or wooden distracted steel pipe the relative length of guiding ruler 6 and lower guiding ruler 1 vertical arm ensure to measure the face of leaning on can be the most all against template face.By outside for rule 5 half-twist after keeping stablizing, read guiding ruler lower position guiding ruler to the distance hung between top 12, it is not required to climb up measurement top distance, this numerical value and the perpendicularity deviation that the difference being the aluminium alloy edge of a wing length value hanging top 12 is exactly vertical structure, workman can be according to deviation adjustment shuttering supporting.
When using this utility model to measure masonry structure perpendicularity deviation, as it is shown in fig. 7, can be directly with " " " shape face hangs on masonry end face, fastens No. two suspension hook 8 positions and hangs top 12, measures the perpendicularity deviation of masonry by method as described above.The method only needs a people just can complete to measure work, convenient and swift.
Above example is only preferred embodiment of the present utility model; structure of the present utility model is not limited to the form that above-described embodiment is enumerated; all made within spirit of the present utility model and principle any amendment, equivalent etc., within should be included in protection domain of the present utility model.
Claims (2)
- null1. an architectural engineering vertical structure perpendicularity deviation measures guiding ruler，It is characterized in that，Including vertical guiding ruler、Hang top (12)、Rotating scale chi (5)，Vertical guiding ruler includes guiding ruler (1) under guiding ruler in T-shaped (6) and the telescopic L-shaped being connected to guiding ruler (6) vertical arm lower end，Horizontal arm one end end face of upper guiding ruler (6) is that upper structure measurement is by face (3)，The horizontal arm other end end face of upper guiding ruler (6) is that masonry is measured by face (9)，Upper structure measurement is measured by face (3) and masonry and is connected to suspension hook by face (9)，Hang top (12) to be connected under one of them suspension hook by lifting rope (11)，The horizontal arm distal end faces of lower guiding ruler (1) is that lower structure measurement is by face (2)，The lower structure measurement of lower guiding ruler (1) leans on face (3) in same vertical plane by the upper structure measurement in face (2) with upper guiding ruler (6)，Connect in the vertical arm of lower guiding ruler (1) and have the rule (5) that can be turned out，Rule (5) can be turned out the position being parallel to each other to the horizontal arm with upper guiding ruler (6).
- 2. architectural engineering vertical structure perpendicularity deviation as claimed in claim 1 measures guiding ruler, it is characterized in that, the collecting cavity housing upper guiding ruler (6) vertical arm it is provided with in described lower guiding ruler (1) vertical arm, lower guiding ruler (1) houses and is evenly arranged with registration Ka Dong (13) on a cavity wherein sidewall, regulation it is provided with by pearl (14) on the corresponding sidewall of upper guiding ruler (6) vertical arm, regulate to connect by pearl (14) inner side and have spring (15), the relative position of guiding ruler (6) vertical arm and lower guiding ruler (1) vertical arm in adjustment, regulation be may be stuck in any one locator card hole (13) of lower guiding ruler (1) by pearl (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620435539.4U CN205748362U (en) | 2016-05-13 | 2016-05-13 | Architectural engineering vertical structure perpendicularity deviation measures guiding ruler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620435539.4U CN205748362U (en) | 2016-05-13 | 2016-05-13 | Architectural engineering vertical structure perpendicularity deviation measures guiding ruler |
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| Publication Number | Publication Date |
|---|---|
| CN205748362U true CN205748362U (en) | 2016-11-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620435539.4U Expired - Fee Related CN205748362U (en) | 2016-05-13 | 2016-05-13 | Architectural engineering vertical structure perpendicularity deviation measures guiding ruler |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824823A (en) * | 2018-07-26 | 2018-11-16 | 深圳市建工集团股份有限公司 | A kind of construction method of steel column verticality correction |
| CN112361913A (en) * | 2020-10-13 | 2021-02-12 | 中国一冶集团有限公司 | Guiding rule for building coke oven head and using method thereof |
-
2016
- 2016-05-13 CN CN201620435539.4U patent/CN205748362U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824823A (en) * | 2018-07-26 | 2018-11-16 | 深圳市建工集团股份有限公司 | A kind of construction method of steel column verticality correction |
| CN112361913A (en) * | 2020-10-13 | 2021-02-12 | 中国一冶集团有限公司 | Guiding rule for building coke oven head and using method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 |