CN203569901U - Simple detection ruler for gradient of structural column - Google Patents
Simple detection ruler for gradient of structural column Download PDFInfo
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- CN203569901U CN203569901U CN201320684388.2U CN201320684388U CN203569901U CN 203569901 U CN203569901 U CN 203569901U CN 201320684388 U CN201320684388 U CN 201320684388U CN 203569901 U CN203569901 U CN 203569901U
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- ruler
- chi
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- crossfoot
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- 238000001514 detection method Methods 0.000 title claims abstract description 25
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 8
- 238000005259 measurement Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 230000001788 irregular Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000012512 characterization method Methods 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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Abstract
The utility model relates to a simple detection ruler for the gradient of a structural column. The simple detection ruler comprises a lower vertical ruler, an upper vertical ruler, a vertical ruler connecting piece, a clamping groove base, a clamping groove, a transverse ruler and a wire pendant. The simple detection ruler is characterized in that the vertical ruler connecting piece is welded to the lower vertical ruler, the two ends of the upper vertical ruler are fixedly provided with a first nut set and a second nut set respectively, the lower vertical ruler is connected with the upper vertical ruler through the vertical ruler connecting piece and the first nut set, the clamping groove base is fixed to the upper portion of the upper vertical ruler through the second nut set, the clamping groove is perpendicularly welded to the clamping groove base, the transverse ruler is inserted into the clamping groove and fixed by a third nut set arranged above the clamping groove, the transverse ruler can freely move inside the clamping groove in the horizontal direction, and the wire pendant is fixed to the transverse ruler. The simple detection ruler has the advantages of being convenient to carry, simplifying a detection method, improving efficiency and precision and reducing workloads.
Description
Technical field
The utility model relates to a kind of detection ruler, is specifically related to a kind of structural column gradient simple detection chi that detects gradient.
Background technology
Today that science and technology is with rapid changepl. never-ending changes and improvements, new material, new technology, new technology continue to bring out, for the construction of irregular building provides strong technical support.The irregular building of rising sheer from level ground as emerged rapidly in large numbersBamboo shoots after a spring rain, becomes local landmark already.What in irregular building, structure design be can't do without is framework batter post (shear force of frame wall construction), the vertical member of these inclinations, because causing its angle of inclination, construction profile variation in various degree also there is variation in various degree, the height of the control accuracy of batter post gradient will directly affect the embodiment of design idea, and detecting and check precisely, fast of batter post gradient also will directly affect integrated engineering progress.But structural column gradient testing tool is less at present.
The control of construction of inclined column gradient runs through whole work progress, no matter is that reinforcement installation, template are installed, or before initial set, all need batter post gradient to carry out repeated detection, check after taper pile shuttering concreting.Batter post concreting height and deck floor height and top concrete beam height correlation thereof, the height difference that detection faces is chosen, its respective cross-section is also not quite similar in the displacement of horizontal plane projection.At present, the detection of the each operation stage gradient of batter post in engineering construction, all first to use tape measure (or Sopwith staff) to locate a certain height batter post detection faces, the monolateral pilot measurement in batter post corresponding height cross section to floor indexed plane and the monolateral shift value of batter post root corresponding orientation that calculates contrasted falling by line, reach the object of controlling batter post gradient.This detection method the construction of inclined column different process stage must two people coordinate and one must climbing to the batter post detection faces corresponding height of choosing.Cause the detection method complexity, workload of construction of inclined column gradient large, at the bottom of efficiency, at the bottom of accuracy, alleviate workload so be badly in need of an instrument that is specifically designed to measurement of design, raise the efficiency and accuracy.
Summary of the invention
The purpose of this utility model for batter post gradient characterization processes complexity, the workload that overcomes above-mentioned prior art and exist is large, at the bottom of efficiency, the problem at the bottom of accuracy, and provide a kind of and can be convenient for carrying, simplification detection method, raise the efficiency with precision, reduce the structural column gradient simple detection chi of workload.
The technical solution of the utility model realizes in the following manner:
A kind of structural column gradient simple detection chi, comprise that bottom erects the perpendicular chi of chi, top, perpendicular chi connector, draw-in groove pedestal, draw-in groove, crossfoot, line and hang down, it is characterized in that: described perpendicular chi connector is welded on the perpendicular chi in bottom, the first nut group, the second nut group are fixed respectively in Shu Chi two ends, top, and the perpendicular chi in bottom links together by perpendicular chi connector and the perpendicular chi of the first nut group and top; Draw-in groove pedestal is fixed on perpendicular chi top, top by the second nut group, and draw-in groove vertical welding is on draw-in groove pedestal; The 3rd nut group that is arranged at draw-in groove top in crossfoot insertion draw-in groove is fixed, and crossfoot can move freely by along continuous straight runs in draw-in groove, and line hangs down and is fixed on crossfoot.
The perpendicular chi in described bottom, the perpendicular chi in top, perpendicular chi connector, draw-in groove pedestal, draw-in groove, crossfoot adopt aluminium alloys or steel profile to be made.
Described crossfoot length is 25～75cm.
The utility model is met at right angles and is connected with perpendicular chi by crossfoot, forms the novel gradient detection ruler of a T-shape.When structural column being carried out to gradient detection, need first by similar triangles, to converse batter post and take 1m, as cross section, integral multiple height h place, working as a layer horizontal range a for indexed plane inner projection, setting-out bottom perpendicular chi during for in-site measurement.By adjusting top crossfoot length b, top crossfoot can easily push up detected structural column template, reinforcing bar or steel structure surface by the obstruction in outside, to erect chi bottom is fixed on apart from a+b place, batter post bottom, because top crossfoot is vertical with perpendicular chi and top crossfoot has the groove of fixing step pitch, line is hung down and is fixed in scale c place groove.If line hangs down with perpendicular chi bottom apart from d=c, perpendicular chi is vertical, shows that batter post is in cross section horizontal movement deviation △=0, height h place, and batter post gradient meets drawing and designing requirement; If line hangs down with perpendicular chi bottom apart from d ≠ c, batter post is at height h place cross section horizontal movement deviation △=d-c, △ > 0 shows that batter post is less than normal in the cross section horizontal movement of height h place, and △ < 0 shows that batter post is bigger than normal in the cross section horizontal movement of height h place.With respect to existing structure post inclination checking method, when the utility model is used, people just can complete the operation of structural column gradient measurement, have simple to operate, measure that efficiency is high, survey data is accurate, workload is little, to features such as the environment for use requirement ends.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation that the utility model is implemented.
Fig. 3 is the utility model application schematic diagram.
The specific embodiment
The utility model will be further described by reference to the accompanying drawings.
As shown in Figure 1 and Figure 2, the utility model comprises that bottom erects the perpendicular chi 2 of chi 1, top, perpendicular chi connector 3, draw-in groove pedestal 4, draw-in groove 5, crossfoot 6, line and hang down, described perpendicular chi connector 3 is welded on the perpendicular chi 1 in bottom, the first nut group 7, the second nut group 8 are fixed respectively in the two ends of the perpendicular chi 2 in top, and the perpendicular chi 1 in bottom links together with the perpendicular chi 2 in top by perpendicular chi connector 3 and the first nut group 7; Draw-in groove pedestal 4 is fixed on perpendicular chi 2 tops, top by the second nut group 8, and draw-in groove 5 vertical weldings are on draw-in groove pedestal 4; Crossfoot 6 inserts that in draw-in groove 5, to be arranged at the 3rd nut group 9 of draw-in groove top fixing, and crossfoot 6 can move freely at the interior along continuous straight runs of draw-in groove 5, and line hangs down and is fixed on crossfoot.Described the first nut group 7, the second nut group 8, the 3rd nut group 9 are present structure.
Crossfoot draw-in groove 4 and crossfoot draw-in groove pedestal 5 are section bar customization, and crossfoot 6 length are 25～75cm, such as 25,30,40 or 75cm.
When structural column being carried out to gradient detection, as shown in Figure 3, need first by similar triangles, to converse batter post and take 1m, as cross section, integral multiple height h place, working as a layer horizontal range a for indexed plane inner projection, setting-out bottom perpendicular chi during for in-site measurement.By adjusting top crossfoot length b, top crossfoot can easily push up detected structural column template, reinforcing bar or steel structure surface by the obstruction in outside, to erect chi bottom is fixed on apart from a+b place, batter post bottom, because top crossfoot is vertical with perpendicular chi and top crossfoot has the groove of fixing step pitch, line is hung down and is fixed in scale c place groove.If line hangs down with perpendicular chi bottom apart from d=c, perpendicular chi is vertical, shows that batter post is in cross section horizontal movement deviation △=0, height h place, and batter post gradient meets drawing and designing requirement; If line hangs down with perpendicular chi bottom apart from d ≠ c, batter post is at height h place cross section horizontal movement deviation △=d-c, △ > 0 shows that batter post is less than normal in the cross section horizontal movement of height h place, and △ < 0 shows that batter post is bigger than normal in the cross section horizontal movement of height h place.
Bottom of the present utility model is erected the perpendicular chi 2 of chi 1, top, perpendicular chi connector 3, draw-in groove pedestal 4, draw-in groove 5, crossfoot 6 and is adopted aluminium alloys, steel profile to be made.
The measurement that the utility model can tilt for the work itemss such as the reinforcing bar of the structure batter post in engineering construction, template, concrete, is also applicable to the vertical concrete blinding squareness measurements such as shear wall formwork, column template, large equipment base template.
Claims (3)
1. a structural column gradient simple detection chi, comprise that bottom erects the perpendicular chi (2) of chi (1), top, perpendicular chi connector (3), draw-in groove pedestal (4), draw-in groove (5), crossfoot (6), line and hang down, it is characterized in that: described perpendicular chi connector (3) is welded on the perpendicular chi (1) in bottom, top is erected the two ends of chi (2) and is fixed respectively the first nut group (7), the second nut group (8), and bottom is erected chi (1) and linked together with the perpendicular chi (2) in top by perpendicular chi connector (3) and the first nut group (7); Draw-in groove pedestal (4) is fixed on perpendicular chi (2) top, top by the second nut group (8), and draw-in groove (5) vertical welding is on draw-in groove pedestal (4); The 3rd nut group (9) that is arranged at draw-in groove (5) top in crossfoot (6) insertion draw-in groove (5) is fixing, and crossfoot (6) can move in draw-in groove (5), and line hangs down and is fixed on crossfoot.
2. structural column gradient simple detection chi according to claim 1, is characterized in that: the perpendicular chi in described bottom, the perpendicular chi in top, perpendicular chi connector, draw-in groove pedestal, draw-in groove, crossfoot adopt aluminium alloys or steel profile to be made.
3. structural column gradient simple detection chi according to claim 1, is characterized in that: described crossfoot (6) length is 25～75cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320684388.2U CN203569901U (en) | 2013-10-31 | 2013-10-31 | Simple detection ruler for gradient of structural column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320684388.2U CN203569901U (en) | 2013-10-31 | 2013-10-31 | Simple detection ruler for gradient of structural column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203569901U true CN203569901U (en) | 2014-04-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320684388.2U Expired - Lifetime CN203569901U (en) | 2013-10-31 | 2013-10-31 | Simple detection ruler for gradient of structural column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203569901U (en) |
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2013
- 2013-10-31 CN CN201320684388.2U patent/CN203569901U/en not_active Expired - Lifetime
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140430 |
|
| CX01 | Expiry of patent term |