CN204705357U - Telescopic building template testing apparatus for verticality - Google Patents
Telescopic building template testing apparatus for verticality Download PDFInfo
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- CN204705357U CN204705357U CN201520249289.0U CN201520249289U CN204705357U CN 204705357 U CN204705357 U CN 204705357U CN 201520249289 U CN201520249289 U CN 201520249289U CN 204705357 U CN204705357 U CN 204705357U
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Abstract
A kind of telescopic building template testing apparatus for verticality, comprises vertical preventing rubber end, shrinkage-rule, panel board, air-bubble level, slideway, groove, vertical positioner; Wherein shrinkage-rule comprises bottom shrinkage-rule and top shrinkage-rule, and it is inner that top shrinkage-rule is positioned at bottom shrinkage-rule, can extract out in use; Vertical preventing rubber end is positioned at the bottom of bottom shrinkage-rule, the long 1300mm of bottom shrinkage-rule, and bottom the shrinkage-rule of distance bottom, 400mm place is provided with a panel board, and 0 scale mark on panel board is positioned on the shrinkage-rule center line of bottom; Bottom the shrinkage-rule of distance bottom, 500mm place is provided with an air-bubble level; Shrinkage-rule front is provided with slideway, is provided with Ka Dao in slideway, plays fixed vertical steady arm; Shrinkage-rule side is provided with groove, and two vertical positioner lay respectively at bottom shrinkage-rule and shrinkage-rule side, top, and the external part of upper vertical degree steady arm is to the distance L of shrinkage-rule center line
1with the distance L of lower vertical degree steady arm external part to shrinkage-rule center line
2equal.
Description
Technical field
The utility model relates to building template measuring for verticality device, provides the midget plant whether a kind of detection template is vertical especially.
Background technology
Modern architecture many employings reinforced concrete structure, because it has higher bearing capacity and good stress performance, and normability is good, but concrete molding structure many employings plank sheathing controls simultaneously.For post and shear wall component, after plank sheathing is reinforced, also need to detect its verticality, owing to having installed bearing frame, transit frame is put and is restricted, and sight line is limited, operating efficiency is lower; And the method secondly adopted is messenger wire cone, although this method is simple, danger is comparatively large, and degree of accuracy is also not too high.
Utility model content
For solving the problem, the utility model provides the telescopic building template testing apparatus for verticality that a kind of structure is simple, cost is low, work efficiency is high.It can prevent the accidental falling of personnel in mold plate verticality testing process, also can effectively increase work efficiency simultaneously, saves labour, and simple to operate, can repeatedly use.
The utility model carries out reequiping, designing in the design concept of original Sopwith staff, for achieving the above object, realizes by the following technical solutions:
A kind of telescopic building template testing apparatus for verticality, is characterized in that: described device comprises vertical preventing rubber end 1, shrinkage-rule, panel board 3, air-bubble level 4, slideway 5, groove 7, vertical positioner 8;
Wherein shrinkage-rule comprises bottom shrinkage-rule 2 and top shrinkage-rule 9, and it is inner that top shrinkage-rule 9 is positioned at bottom shrinkage-rule 2, can extract out in use;
Vertical preventing rubber end 1 is positioned at the bottom of bottom shrinkage-rule 2, the long 1300mm of bottom shrinkage-rule 2, and bottom distance bottom shrinkage-rule 2,400mm place is provided with a panel board 3, and 0 scale mark on panel board 3 is positioned on bottom shrinkage-rule 2 center line; Bottom distance bottom shrinkage-rule 2,500mm place is provided with an air-bubble level 4; Shrinkage-rule front is provided with slideway 5, is provided with Ka Dao in slideway 5, plays fixed vertical steady arm 8; Shrinkage-rule side is provided with groove 7, and two vertical positioner 8 lay respectively at bottom shrinkage-rule 2 and top shrinkage-rule 9 side, and the external part 82 (i.e. location survey end) of upper vertical degree steady arm 8 is to the distance L of shrinkage-rule center line
1with the distance L of lower vertical degree steady arm 8 external part 82 to shrinkage-rule center line
2equal and be 300mm.
Top shrinkage-rule 9 is connected by buckle 6 with bottom shrinkage-rule 2, adopts tower shrink form, can extract out in use.
Being welded with a length of side on the downside of the external part 82 of verticality steady arm 8 is 50mm, the vertical guarantee device 81 that thickness is just combined closely with groove 7, and this vertically ensures that device 81 is for right-angle triangle; The position that verticality steady arm 8 is connected with shrinkage-rule is provided with slip brake button 83, for fixed vertical degree steady arm 8.
Apparatus structure described in the utility model is simple, flexible operation, convenience, do not limit by place, simple to operate in construction, quick, efficient, multiple engineering can recycling, carrying out comparatively dangerous line cone hanging work without the need to climbing framing scaffold, save labour, the vergence direction that post and shear wall formwork are installed and tilt values can be clear that, also substantially increase efficiency simultaneously, the work that in all kinds of construction, mold plate verticality detects can be met.
Accompanying drawing explanation
Fig. 1 be telescoping formwork testing apparatus for verticality front schematic view (wherein 1, vertical preventing rubber end, 2, bottom shrinkage-rule, 3, panel board, 4, air-bubble level, 5, slideway, 6, buckle, 7, groove, 8, vertical positioner, 9, top shrinkage-rule);
Fig. 2 is the side schematic view of telescoping formwork testing apparatus for verticality;
Fig. 3 be telescoping formwork testing apparatus for verticality correct measurement column template verticality schematic diagram (wherein 10, securing member, 11, vertical flitch, 12, plank sheathing, 13, build front reinforced column);
Fig. 4 is the detail of vertical positioner on telescoping formwork testing apparatus for verticality;
Fig. 5 is the sectional view of vertical positioner A-A on telescoping formwork testing apparatus for verticality;
Fig. 6 is the detail of panel board on telescoping formwork testing apparatus for verticality.
Embodiment
Below in conjunction with accompanying drawing and embodiment, the present invention will be further described:
As shown in figs. 1 to 6, telescopic building template testing apparatus for verticality described in the utility model comprises vertical preventing rubber end 1, shrinkage-rule, panel board 3, air-bubble level 4, slideway 5, groove 7, vertical positioner 8;
Wherein shrinkage-rule comprises bottom shrinkage-rule 2 and top shrinkage-rule 9, and it is inner that top shrinkage-rule 9 is positioned at bottom shrinkage-rule 2, and top shrinkage-rule 9 is connected by buckle 6 with bottom shrinkage-rule 2, adopts tower shrink form, can extract out in use; The long 1300mm of bottom shrinkage-rule 2, the long 1100mm of top shrinkage-rule, measuring height can reach 3300-3500mm, and every section of shrinkage-rule all has scale value, freely can determine measuring position.
Vertical preventing rubber end 1 is positioned at the bottom of bottom shrinkage-rule 2, bottom distance bottom shrinkage-rule 2,400mm place is provided with a panel board 3,0 scale mark on panel board 3 is positioned on bottom shrinkage-rule 2 center line, it accurately can measure the perpendicularity deviation value of column template and shear wall formwork, the surveying range of readout instrument is each 25mm around, clearly can show the vergence direction of pillar and shear wall formwork.
Bottom distance bottom shrinkage-rule 2,500mm place is provided with an air-bubble level 4; Shrinkage-rule front is provided with slideway 5, and its width is 10mm, and the degree of depth is 5mm, is provided with the Ka Dao of similar waistband in slideway 5, plays fixed vertical steady arm 8; Shrinkage-rule side is provided with groove 7, and the width of groove 7 is 4mm, 5mm in recessed chi, its mainly with vertical guarantee device 81 acting in conjunction on verticality steady arm 8, ensure the levelness of verticality steady arm 8.Two vertical positioner 8 lay respectively at bottom shrinkage-rule 2 and top shrinkage-rule 9 side, and with shrinkage-rule compact siro spinning technology, the external part 82 (i.e. location survey end) of upper vertical degree steady arm 8 is to the distance L of shrinkage-rule center line
1with the distance L of lower vertical degree steady arm 8 external part 82 to shrinkage-rule center line
2equal and be 300mm.Being welded with a length of side on the downside of the external part 82 of verticality steady arm 8 is 50mm, the vertical guarantee device 81 that thickness is just combined closely with groove 7, and this vertically ensures that device 81 is for right-angle triangle; The position that verticality steady arm 8 is connected with shrinkage-rule is provided with slip brake button 83, for fixed vertical degree steady arm 8.
Telescoping formwork verticality measurement device according to the difference of required measuring height, can regulate slidably verticality steady arm voluntarily.First top shrinkage-rule 9 is risen to the height of needs, with buckle 6 by two sections of flexible blade fastenings, slip verticality steady arm 8, selects suitable detection height, presses slip brake button 83, observe the air-bubble level 4 of ulnar surface, regulate blade position to make horizontal bubble be in middle position, open the red action pin switch 31 on panel board 3, and ensure to make blade vertical, allow the external part 82 flat contact template of two verticality steady arms 8, the reading on reader dial plate 3 can be started.
Claims (3)
1. a telescopic building template testing apparatus for verticality, is characterized in that: described device comprises vertical preventing rubber end (1), shrinkage-rule, panel board (3), air-bubble level (4), slideway (5), groove (7), vertical positioner (8);
Wherein shrinkage-rule comprises bottom shrinkage-rule (2) and top shrinkage-rule (9), and it is inner that top shrinkage-rule (9) is positioned at bottom shrinkage-rule (2), can extract out in use;
Vertical preventing rubber end (1) is positioned at the bottom of bottom shrinkage-rule (2), bottom shrinkage-rule (2) long 1300mm, in distance bottom shrinkage-rule (2) bottom, 400mm place is provided with a panel board (3), and 0 scale mark on panel board (3) is positioned on bottom shrinkage-rule (2) center line; In distance bottom shrinkage-rule (2) bottom, 500mm place is provided with an air-bubble level (4); Shrinkage-rule front is provided with slideway (5), and slideway is provided with Ka Dao in (5), plays fixed vertical steady arm (8); Shrinkage-rule side is provided with groove (7), two vertical positioner (8) lay respectively at bottom shrinkage-rule (2) and top shrinkage-rule (9) side, and the external part (82) of upper vertical degree steady arm (8) is to the distance L of shrinkage-rule center line
1with the distance L of lower vertical degree steady arm (8) external part (82) to shrinkage-rule center line
2equal and be 300mm.
2. according to building template testing apparatus for verticality telescopic described in claim 1, it is characterized in that: top shrinkage-rule (9) is connected by buckle (6) with bottom shrinkage-rule (2), adopt tower shrink form, can extract out in use.
3. according to building template testing apparatus for verticality telescopic described in claim 1, it is characterized in that: it is 50mm that external part (82) downside of verticality steady arm (8) is welded with a length of side, the vertical guarantee device (81) that thickness is just combined closely with groove (7), this vertically ensures that device (81) is right-angle triangle; The position that verticality steady arm (8) is connected with shrinkage-rule is provided with slip brake button (83), for fixed vertical degree steady arm (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520249289.0U CN204705357U (en) | 2015-04-23 | 2015-04-23 | Telescopic building template testing apparatus for verticality |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520249289.0U CN204705357U (en) | 2015-04-23 | 2015-04-23 | Telescopic building template testing apparatus for verticality |
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| Publication Number | Publication Date |
|---|---|
| CN204705357U true CN204705357U (en) | 2015-10-14 |
Family
ID=54284962
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|---|---|---|---|
| CN201520249289.0U Active CN204705357U (en) | 2015-04-23 | 2015-04-23 | Telescopic building template testing apparatus for verticality |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105588501A (en) * | 2015-12-16 | 2016-05-18 | 华北冶建工程建设有限公司 | Template perpendicularity detection scale |
| CN106500679A (en) * | 2016-10-21 | 2017-03-15 | 中建四局第五建筑工程有限公司 | A kind of template special detection tool |
| CN111473709A (en) * | 2020-01-08 | 2020-07-31 | 邓婧 | Building materials positioner for building detection |
-
2015
- 2015-04-23 CN CN201520249289.0U patent/CN204705357U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105588501A (en) * | 2015-12-16 | 2016-05-18 | 华北冶建工程建设有限公司 | Template perpendicularity detection scale |
| CN106500679A (en) * | 2016-10-21 | 2017-03-15 | 中建四局第五建筑工程有限公司 | A kind of template special detection tool |
| CN111473709A (en) * | 2020-01-08 | 2020-07-31 | 邓婧 | Building materials positioner for building detection |
| CN111473709B (en) * | 2020-01-08 | 2022-07-19 | 广东路宏达检测技术有限公司 | Building materials positioner for building detection |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |