CN204269122U - Prefabricated components installation verticality measurement device - Google Patents
Prefabricated components installation verticality measurement device Download PDFInfo
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- CN204269122U CN204269122U CN201420778607.8U CN201420778607U CN204269122U CN 204269122 U CN204269122 U CN 204269122U CN 201420778607 U CN201420778607 U CN 201420778607U CN 204269122 U CN204269122 U CN 204269122U
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- rod
- prefabricated components
- cross bar
- scale
- measurement device
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Abstract
The utility model discloses a kind of prefabricated components installation verticality measurement device, the cross bar comprising the rod for being affixed with the vertical reference field of prefabricated components and be connected to rod upper end, cross bar have stretch out to rod side for the support that is bearing in prefabricated components top and the measurement section of stretching out to rod opposite side, measurement section is equiped with magnetic force plumb bob, rod is provided with for the scale with magnetic force plumb bob conjunction measuring verticality.The utility model have structure simple, be easy to make, easy to use, measurement range large, can reduce hand labor intensity, improve the advantages such as installation effectiveness.
Description
Technical field
The utility model relates to Engineering measurement mechanism technical field, is specifically related to a kind of prefabricated components installation verticality measurement device.
Background technology
Prefabricated components comprise concrete prefabricated element, steel prefabricated components and other structural elements.Wherein, the assembly concrete component that concrete prefabricated element has completed before referring to and implementing installation at the construction field (site), generally common are precast concrete floor plate, precast concrete outside hanging plate, precast concrete lining, bridge concrete box girder, industrial premises precast concrete roof truss beam, culvert frame structure, basement process precast concrete pile etc.Concrete prefabricated element has the employing measurement mechanism that needs of requirement to measure its verticality when installation to verticality, so that adjustment ensures the verticality after installing, mostly be aluminium alloy guiding ruler for the measurement mechanism measuring Precasting perpendicularity now, the vertical reference face (side) during use, aluminium alloy guiding ruler being directly affixed on prefabricated components is measured, it is vertical that the degree of tilt simultaneously measured according to aluminium alloy guiding ruler adjusts prefabricated components, but the measurement range of existing aluminium alloy guiding ruler is less, the verticality of prefabricated components cannot be measured when the perpendicularity deviation of prefabricated components is larger, cause needing repetitive measurement and repeatedly adjust just can complete installation, not only increase hand labor intensity, and add the set-up time, cause the reduction of installation effectiveness.In addition, to need aluminium alloy guiding ruler when measuring, always by being pressed on prefabricated components, to use inconvenience very.
Utility model content
The technical problems to be solved in the utility model overcomes the deficiency that prior art exists, provide a kind of structure simple, be easy to make, easy to use, measurement range large, the prefabricated components installation verticality measurement device that can reduce hand labor intensity, improve installation effectiveness.
For solving the problems of the technologies described above, the utility model by the following technical solutions:
A kind of prefabricated components installation verticality measurement device, the cross bar comprising the rod for being affixed with the vertical reference field of prefabricated components and be connected to rod upper end, described cross bar have stretch out to rod side for the support that is bearing in prefabricated components top and the measurement section of stretching out to rod opposite side, described measurement section is equiped with magnetic force plumb bob, described rod is provided with for the scale with magnetic force plumb bob conjunction measuring verticality.
As further improvement of the utility model:
Described scale is only provided with a scale, described scale is positioned at the position that when rod is vertically arranged, magnetic force plumb bob is corresponding.
Described cross bar and rod are the rectangular tube of aluminium matter, and described magnetic force plumb bob is installed in the tube chamber of cross bar, and the messenger wire of magnetic force plumb bob passes from being opened in the hole on cross bar sidewall.
Described rod is connected to the middle part of cross bar and vertical with cross bar; Described scale is vertical with rod.
Described cross bar is connected by the two blocks of T-shaped plates being positioned at both sides with rod, and each T-shaped plate is fastenedly connected by rivet and cross bar and rod.
Described rod is the folding rod be connected through the hinge by upper pole part and lower beam portion.
Described cross bar is connected on upper pole part, and described scale is connected in lower beam portion.
Compared with prior art, the utility model has the advantage of: the utility model prefabricated components installation verticality measurement device in use, the support of cross bar is affiliated to the top at prefabricated components, the vertical reference field of rod and prefabricated components is affixed, the perpendicularity deviation of prefabricated components can be measured by the magnetic force plumb bob that matches and scale, and then according to this perpendicularity deviation, prefabricated components are adjusted, be in course of adjustment, measurement mechanism is affiliated on prefabricated components until be adjusted to by prefabricated components vertically, whole process does not need manually to press, also repetitive measurement is not needed, it is easy to operate, greatly can reduce hand labor intensity, save the set-up time, improve installation effectiveness, and magnetic force plumb bob and scale coordinate measurable scope large, the situation that perpendicularity deviation is larger can be adapted to.This measurement mechanism structure is simple, be easy to make.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of the utility model prefabricated components installation verticality measurement device Application Example.
Fig. 2 is the side-looking structural representation of the utility model prefabricated components installation verticality measurement device.
Marginal data:
1, rod; 11, upper pole part; 12, lower beam portion; 13, hinge; 2, cross bar; 21, support; 22, measurement section; 3, scale; 31, scale; 4, magnetic force plumb bob; 41, messenger wire; 5, T-shaped plate; 6, rivet; 7, prefabricated components.
Embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As depicted in figs. 1 and 2, the utility model prefabricated components installation verticality measurement device, the cross bar 2 comprising the rod 1 for being affixed with the vertical reference field of prefabricated components 7 and be connected to rod 1 upper end, cross bar 2 have stretch out to rod 1 side for the support 21 that is bearing in prefabricated components 7 top and the measurement section 22 of stretching out to rod 1 opposite side, measurement section 22 is equiped with magnetic force plumb bob 4, rod 1 is provided with for the scale 3 with magnetic force plumb bob 4 conjunction measuring verticality.In use, the support 21 of cross bar 2 is affiliated at the top of prefabricated components 7, rod 1 is affixed with the vertical reference field (side) of prefabricated components 7, the perpendicularity deviation of prefabricated components 7 can be measured by the magnetic force plumb bob 4 that matches and scale 3, and then according to this perpendicularity deviation, prefabricated components 7 are adjusted, be in course of adjustment, measurement mechanism is affiliated on prefabricated components 7 until be adjusted to by prefabricated components 7 vertically, whole process does not need to press manually always, also repetitive measurement is not needed, it is easy to operate, greatly can reduce hand labor intensity, save the set-up time, improve installation effectiveness, and magnetic force plumb bob 4 and scale 3 coordinate measurable scope large, the situation that perpendicularity deviation is larger can be adapted to.This measurement mechanism structure is simple, be easy to make.
In the present embodiment, cross bar 2 and rod 1 are the rectangular tube of aluminium matter, magnetic force plumb bob 4 is installed in the tube chamber of cross bar 2, the messenger wire 41 of magnetic force plumb bob 4 passes from being opened in the hole on cross bar 2 sidewall, the messenger wire 41 of magnetic force plumb bob 4 can select the length of messenger wire 41 as required, can make when not using, in the housing of messenger wire 41 retraction magnetic force plumb bob 4, to use very convenient.In other embodiments, common plumb bob also can be adopted to coordinate with scale 3 and to measure, such as, the line be directly installed in measurement section 22 by messenger wire 41 can be adopted to fall.
In the present embodiment, scale 3 is only provided with a scale 31, this scale 31 is positioned at the position of magnetic force plumb bob 4 correspondence when rod 1 is vertically arranged, also namely this scale 31 is equal to the vertical range of rod 1 with magnetic force plumb bob 4 installation site to the vertical range of rod 1.Can know that whether prefabricated components 7 are vertical by the messenger wire 41 of contrast magnetic force plumb bob 4 with the relative position of this scale 31, concrete operations are, by the below to scale 3 below the line of magnetic force plumb bob 4 pendant, scale 31 position on the contrast position of messenger wire 41 and scale 3, as both overlap, then represent that prefabricated components 7 are in plumbness, as both have deviation, then represent that prefabricated components 7 are in heeling condition.In other embodiments, scale 3 also can be provided with multiple scale 31, the concrete degree of tilt of prefabricated components 7 can be measured in the position rationally arranging multiple scale 31.
In the present embodiment, rod 1 is connected to the middle part of cross bar 2 and vertical with cross bar 2, in a T-type structure after rod 1 is connected with cross bar 2; Meanwhile, scale 3 and rod 1 are also mutually vertical.Cross bar 2 is connected by the two blocks of T-shaped plates 5 being positioned at both sides with rod 1, and each T-shaped plate 5 is fastenedly connected by rivet 6 and cross bar 2 and upper pole part 11.
In the present embodiment, rod 1 is folding rod, and it comprises upper pole part 11 and lower beam portion 12, and upper pole part 11 is connected with hinge 13 with lower beam portion 12, thus realizes collapsible, is easy to carry and packs after rod 1 is folding.Above-mentioned cross bar 2 is connected on upper pole part 11, and said scale 3 is connected in lower beam portion 12.
The above is only preferred implementation of the present utility model, and protection domain of the present utility model is also not only confined to above-described embodiment.For those skilled in the art, do not departing from the improvement that obtains under the utility model technical conceive prerequisite and conversion also should be considered as protection domain of the present utility model.
Claims (7)
1. a prefabricated components installation verticality measurement device, it is characterized in that: the cross bar (2) comprising the rod (1) for being affixed with the vertical reference field of prefabricated components (7) and be connected to rod (1) upper end, described cross bar (2) have stretch out to rod (1) side for the support (21) that is bearing in prefabricated components (7) top and the measurement section (22) of stretching out to rod (1) opposite side, described measurement section (22) is equiped with magnetic force plumb bob (4), described rod (1) is provided with for the scale (3) with magnetic force plumb bob (4) conjunction measuring verticality.
2. prefabricated components installation verticality measurement device according to claim 1, it is characterized in that: described scale (3) is only provided with a scale (31), described scale (31) is positioned at the position that when rod (1) is vertically arranged, magnetic force plumb bob (4) is corresponding.
3. prefabricated components installation verticality measurement device according to claim 1, it is characterized in that: described cross bar (2) and rod (1) are the rectangular tube of aluminium matter, described magnetic force plumb bob (4) is installed in the tube chamber of cross bar (2), and the messenger wire (41) of magnetic force plumb bob (4) passes from being opened in the hole on cross bar (2) sidewall.
4. prefabricated components installation verticality measurement device according to claim 1, is characterized in that: described rod (1) is connected to the middle part of cross bar (2) and vertical with cross bar (2); Described scale (3) is vertical with rod (1).
5. prefabricated components installation verticality measurement device according to claim 4, it is characterized in that: described cross bar (2) is connected by the two pieces of T-shaped plates (5) being positioned at both sides with rod (1), each T-shaped plate (5) is fastenedly connected by rivet (6) and cross bar (2) and rod (1).
6. prefabricated components installation verticality measurement device according to any one of claim 1 to 5, is characterized in that: described rod (1) is the folding rod be formed by connecting by hinge (13) by upper pole part (11) and lower beam portion (12).
7. prefabricated components installation verticality measurement device according to claim 6, is characterized in that: described cross bar (2) is connected on upper pole part (11), and described scale (3) is connected in lower beam portion (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420778607.8U CN204269122U (en) | 2014-12-12 | 2014-12-12 | Prefabricated components installation verticality measurement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420778607.8U CN204269122U (en) | 2014-12-12 | 2014-12-12 | Prefabricated components installation verticality measurement device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204269122U true CN204269122U (en) | 2015-04-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420778607.8U Expired - Fee Related CN204269122U (en) | 2014-12-12 | 2014-12-12 | Prefabricated components installation verticality measurement device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204269122U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106468550A (en) * | 2015-08-19 | 2017-03-01 | 五冶集团上海有限公司 | A kind of wall column formwork detection rule for verticality and preparation method thereof |
| CN106871870A (en) * | 2017-04-11 | 2017-06-20 | 中铁十局集团建筑安装工程有限公司 | A kind of Portable vertical degree survey tool |
-
2014
- 2014-12-12 CN CN201420778607.8U patent/CN204269122U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106468550A (en) * | 2015-08-19 | 2017-03-01 | 五冶集团上海有限公司 | A kind of wall column formwork detection rule for verticality and preparation method thereof |
| CN106871870A (en) * | 2017-04-11 | 2017-06-20 | 中铁十局集团建筑安装工程有限公司 | A kind of Portable vertical degree survey tool |
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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 |
Granted publication date: 20150415 Termination date: 20161212 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |